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HomeMy WebLinkAbout6980 APPENDIX A City of Auburn 2024 Water System Policies & Criteria POLICIES AND CRITERIA INTRODUCTION The City of Auburn (City) manages the water utility in accordance with established water- system policies that govern various facets of utility operations. City policies are established by the City in order to provide a vision or mission of the water utility and to provide a framework for the design, operation, and ongoing wellbeing of the City’s water utility. The policies included in this Water Comprehensive Plan are developed specifically for the City’s multi-source municipal water system and seek to provide consistent treatment to all utility customers and to provide documentation to current water-system customers as well as those considering service from the City. It should be noted that what is included in these policies is limited to those things related to the water system and its design, maintenance, and operation. There are other policies and criteria that pertain to the water utility the City has in place regarding land use, development, and financial components, which are not directly addressed in this plan, that could still have an impact on the needs of the water system. These policies and criteria may include factors such as zoning regulations, building codes, infrastructure requirements, and financing options. These additional factors will be considered when planning for the water system, to meet the needs of the community in a sustainable and effective matter. The City’s Water Comprehensive Plan is based upon the following mission statement for the water utility: “The City will provide for the efficient, environmentally sound and safe management of the existing and future water system within Auburn’s service area.” The City’s Water utility policies are grouped within goal statements that are headlined under the following categories: • Business Practices • Service Area • Operations and Maintenance • Financial • Planning • Environmental Stewardship • Design and Construction 1.0 BUSINESS PRACTICES Goal 1: To employ recognized best business practices resulting in creating a sustainable, efficient, and cost-effective operation of the water utility. Policy 1.1 Element of City Comprehensive Plan Incorporate the Water Comprehensive Plan as an Element of the City’s Comprehensive Plan. Policy 1.2 Water Service By Others Water Service supplied by outside purveyors within Auburn City limits are required to obtain a franchise with the City and are required to conform to all federal, state, and local laws and regulations. [ACC 20.02.040 and 20.04] Policy 1.3 Asset Improvements The City will develop and implement system improvements, infrastructure renewal (repair, rehabilitation, or replacement), and operations and maintenance programs for the water system according to asset management principles that address levels of service, address the triple bottom line (economic, social, and environmental benefits and costs), minimize asset life cycle costs, and incorporate risk management into decision-making. Policy 1.4 Connections to Water System Any connection to the public water system requires obtaining an approved utility permit for service and said connection shall be made in accordance with City of Auburn Engineering Design and Construction Standards. [ACC 13.06.050, 13.06.090 and 13.06.100] Policy 1.5 Asset Database The City will maintain an asset database to be used in prioritizing asset maintenance and repair and replacement activities. The database includes asset age and material information, and will be validated and updated through inspections, records review, and other available information. Policy 1.6 Condition Assessments of Assets The City will perform condition assessments of assets through development and implementation of an inspection schedule for all assets. Policy 1.7 Design Life of Assets The City will assign industry standard design life for all assets. The actual physical assessment will be compared to the theoretical design life to determine the optimal economic life. The City will attempt to repair or replace system assets before they exceed their economic life. Policy 1.8 Maintenance Activities for Asset Management The City will conduct maintenance activities at a level that is consistent with optimizing system reliability, asset economic life, and system performance. The City will develop schedules for maintenance of all water system assets. Policy 1.9 Addressing Water Quality Complaints The City will monitor the frequency, location, and details of all water quality complaints. At a minimum, the City will respond, research the cause of, and propose control methods once an issue is verified and documented. Policy 1.10 Security of Assets Adequate measures will be taken to ensure system security. At a minimum, the City will maintain security at water facilities using the Supervisory Control and Data Acquisition system for intrusion alerts. Policy 1.11 Public Health Protection The City will conduct regular inspections of its water system and any non-public water supply systems connected to it, in collaboration with the Washington State Department of Health. To protect the municipally owned water supply from contamination, the City will establish and publish rules and regulations as needed. The City will take all necessary measures to enforce the regulations to prevent any risks to public health associated with water supply contamination. [ACC 13.12.080] Policy 1.12 Cross-Connection Prohibited Installing or maintaining a cross connection which will endanger the water quality of the municipal water system is strictly prohibited and shall be abated immediately or water service may be discontinued. [ACC 13.12.040] Policy 1.13 Cross-Connection Control To obtain water service to a property, the City may require any customer to install a pressure reducing valve, backflow prevention assembly, or pressure relief valve or similar devices at any location where the City determines there is a need to protect the municipal water system. [ACC 13.12.070] Policy 1.14 All Meters All water meters owned by the City shall not be removed except by the City. Lost, broken, or damaged water meters shall be replaced or repaired by or under the direction of the City. [ACC 13.06.330] Policy 1.15 Fire Hydrant Use Fire hydrant use is a permitted activity unless that use is conducted by authorized City or Fire Authority employees. [ACC 13.06.415 & 13.12.035] Policy 1.16 Delinquent Accounts The City has established procedures for disconnecting water service to delinquent accounts for non-payment. [ACC 13.06.290] Policy 1.17 Leak Adjustment The City has established procedures for property owners to request a limited leak adjustment of the water bill for water that leaked from the service line between the City water meter and the point where the line enters the building. 2.0 SERVICE AREA Goal 2: Ensure sustainable provision of retail water services through the development and implementation of policies that define the duty to serve and conditions of service, while adhering to best management practices to meet the needs of the community. Policy 2.1 Wholesale Water The City will plan to provide water service to wholesale customers with firm contracts. As supply permits, the City may provide water to wholesale customers without firm contracts unilaterally or as part of a capital improvement partnership agreement. Policy 2.2 Government Consistency The City’s Water Comprehensive Plan will be consistent with local, county, and state land use authorities. Policy 2.3 Duty to Serve The City commits to providing reliable water service to all customers within its Retail Water Service Area (RWSA) in compliance with Washington Administrative Code (WAC) 246-290-106. The City also ensures adherence to King County Codes 13.24.138 and 13.24.140 where applicable for areas outside city limits in unincorporated King County. Revisions to the City’s RWSA shall be made only by written agreement and in accordance with local, county and state regulations. Policy 2.4 Conditions of Service For areas within the Retail Water Service Area, the City will provide water service to new customers, conditioned on the agreement that any infrastructure improvements provided by the developer/development is in compliance with City water system standards. In addition, the City requires that residents within the City’s Potential Annexation Areas will receive water services from the City, to the extent practical. The City will work with existing water purveyors within the City limits and within the City’s Potential Annexation Areas in order to provide fair and equitable water service. New customers within the City’s Potential Annexation Areas are to sign an Annexation Agreement before a Water Availability Certificate is issued. Policy 2.5 Satellite Systems Assistance The City recognizes there may be instances where satellite system water providers require assistance with providing water service. In these cases, the City may consider providing assistance on a case-by-case basis. The assistance could take a variety of forms, such as offering technical support and/or access to City infrastructure to help with the provision of water service. Ultimately, the decision to provide assistance will be based on the specific needs and circumstances of the water provider and will be made on a case-by-case basis after careful consideration. Policy 2.6 Satellite System Connecting to City Service The City will not assume ownership of any satellite water system unless it meets all current City standards. The responsibility and all costs to bring a satellite system up to City standards and any infrastructure necessary to connect the satellite system to the City’s water system network, shall be the system owner(s). [ACC 13.06.150] Policy 2.7 Water Supply Management and Planning The City will promote effective water supply management and planning consistent with the “South King County Coordinated Water System Plan,” as well as regional water supply and conservation goals. Policy 2.8 Concurrency of Improvements for Service Provision of water service, including supply, in the City’s Retail Water Service Area is conditioned on concurrency with development and the necessary water facilities, including water right permit(s) and certificate(s), are available and adequate to serve the development at the time it is ready for occupancy and use, as required by the Water Comprehensive Plan. Water service may not always be immediately available for a new development. The property developer must provide the required water system facilities before the City can provide water service, if the facilities do not already exist, or are not under construction or under a binding development agreement. 3.0 OPERATIONS AND MAINTENANCE Goal 3: Employ operations and maintenance best management practices, which includes a commitment to training and certification opportunities for its employees. Policy 3.1 System Monitoring and Operation The City will monitor the water system through the use of computerized control system and adjust operations as necessary for efficient water system operation. Policy 3.2 Regular Inspection of Facilities The City will conduct routine inspections and maintenance on its water facilities including wells, springs and booster pump stations, in accordance with the frequency outlined in the operation and maintenance section of the Water Comprehensive Plan. Policy 3.3 Meter Reading Water service meters shall be read regularly to document customers’ water usage for billing purposes. Policy 3.4 Customer Service The City is committed to resolving customer complaints. All complaints are documented and reviewed and tended to by the appropriate staff member for investigation and resolution. Policy 3.5 Pressure Reducing Valve Program To maximize system operational efficiency, conserve resources and provide consistent water service to customers of the water system, the City will adjust all water pressure reducing valves to the proper setting based on the frequency outlined in the operation and maintenance chapter of the Comprehensive Water Plan. Policy 3.6 Employee Certification The City will pay for annual certification, provide time and tuition for certification training courses, and time for certification exams. In addition, the City will provide its staff opportunities for obtaining the continuing education required to maintain certification. Policy 3.7 ADU Metering Property owners with accessory dwelling units (ADUs) on a single-family property may choose to supply the ADU from a master meter serving both units or separate meter installed to serve the ADU at owner’s expense. Water usage of each ADU will be billed to the property owner based on readings from the master meter or individual meter serving the ADU, whichever is applicable. 4.0 FINANCIAL Goal 4: Manage the water utility in a professional manner in compliance with applicable laws, regulations, and City financial policies, which requires ongoing monitoring of revenues and expenses in order to make prudent business decisions and report to City officials, as needed, regarding the status of utility operations. Policy 4.1 Source Meters All sources will be metered to measure the amount of water produced and calibrated annually to ensure an accurate accounting of water produced. Policy 4.2 Fiscal Stewardship All money due to the City for water service of any kind or for penalties relating to the municipally owned water system of the City shall be paid to the water fund. The water fund will not be commingled with any other fund or funds of the City. [ACC 13.06.030] Policy 4.3 Rates and Charges The City Council establishes rates and charges for water service to be paid by a customer receiving water service from the city. While the City reserves the right to discontinue service without notice, it is committed to maintaining water service during times of extreme weather conditions, when the National Weather Service issues heat-related warnings or advisories for Auburn, Washington, to ensure public safety. The City is not liable for damages resulting from service interruptions. [ACC 13.06.0657] Policy 4.4 Self-Sufficient Funding The City maintains the water utility fund as a self-supporting enterprise fund. Water utility revenues come primarily from customer charges and are dependent upon established rates. The Revised Code of Washington requires that utility funds be used only for stated utility purposes. Although General Fund revenues can be used to fund water utility programs, the City has a general policy of not doing so. The City budgeting process should include a balanced and controlled annual water utility budget. This requires careful preparation of expense and revenue projections that may be reviewed by City management, the general public, and the City Council before approval of any rate increases. Policy 4.5 Capital Improvement Program Level Funding for the Capital Improvement Program (CIP) identified in the budget will be maintained at a level sufficient to assure system integrity. To the extent that the annual level of the CIP investment can be managed by scheduling and scoping of projects, the funding will be provided at a uniform level to avoid significant fluctuations and to reduce impacts on the operating budget and related rate increases. The City will maintain a reasonable level of reserves in the CIP fund in order to manage cash flow variation caused by the nature of the cost and timing of projects. Utility sold revenue bonds, Utility Local Improvement Districts, State Public Works Trust Fund loans, any available grants, system development charges and developer contributions will be considered for funding the future CIP projects. Policy 4.6 System Development Charges A water utility systems development charge is imposed upon all lands inside the boundary of the City and all lands outside the boundary of the City, which utilize water facilities. The utility systems development charge as set forth in the City fee schedule will be computed to consider the future and/or current value of the utility system’s fixed assets, excluding contributions by developers, and outstanding bonded indebtedness, and will also consider an appropriate service unit. [ACC 13.41.030] Policy 4.7 Development Charge Cost Recovery The City shall continue to recognize the overall system impacts of new development upon the City water system through the collection and appropriate use of system development charges or similar fees. [ACC 13.41.020] Policy 4.8 Payback Agreement Payback agreements for public street and utility system improvements may be approved by the City Council. The City engineer may execute the agreements once the City Council has granted approval. [ACC 13.25.050] Policy 4.9 Water Rate Levels Water rates will be set at a level sufficient to cover the on-going expenses of the water utility, including operations, maintenance, repair, replacement, and capital improvements, as well as the general business expenses. Additionally, rates shall account for the depreciation of assets to ensure that the utility has adequate funds to maintain its infrastructure and facilities. Furthermore, the rates shall enable the water utility to maintain sufficient reserves. Policy 4.10 Water Rate Structure The water-rate structure will be set by customer class based on costs to serve each customer class. The water-rate structure shall support water conservation and wise use of water resources objectives as required by State law. Policy 4.11 Water Rate Equity The water-rate structure will allocate costs between the different customer classes. Rates will be established on a “Cost of Service” basis so that each customer class pays its prorated share of the total costs needed to operate and maintain the water utility. All projected future costs will be allocated to each customer class by using established criteria that reflect the benefit that each customer class receives from the service. A Cost of Service and Rate Study will be performed periodically to ensure ongoing equity between customer classes. Policy 4.12 Frequency of Water Rate Adjustments Water rates will be evaluated as part of the water utility budgeting process to ensure that budgeted expenses, including the impact of increasing water-supply regulations, are reflected in current rates. Policy 4.13 Financial Reserve Levels The City shall maintain water utility cash balances to serve as a contingency reserve fund. The fund should maintain a balance of $1,000,000 to cover working capital needs and emergency contingencies and cash flow fluctuations. Policy 4.14 Charges for Services Outside the City Limits The City may include a rate adjustment for water service outside the City limits. Policy 4.15 Low-Income Assistance Program The Utility Rate Exemption Program currently provides water rate assistance for specific low-income senior customers or for specific low-income totally or permanently disabled customers. [ACC 13.24.010] 5.0 PLANNING Goal 5: Employ best management practices related to water supply planning and capital facility planning activities, which includes conditions for service extensions, fire system responsibility, oversizing, and service pressures and flow. Policy 5.1 Service Extension The City will consider extending water system services to areas within its existing RWSA, consistent with adopted annexation policies, and subject to the recovery of costs and the availability of sufficient financial and staffing resources. Property owners will be responsible for an equitable share of extension costs upon connection to the system. Water system extensions must comply with current City codes and engineering design and construction standards. Connection to existing systems not meeting City water system standards must be upgraded at property owner’s expense before service is provided. To serve new developments, water system extensions must be built prior to or simultaneously with development, according to the size and configuration identified by the Comprehensive Water Plan. The City may participate in financing through System Development Charges credits, Local Improvements Districts (LID), and/or payback agreements, as allowed by law, to support such improvements. All persons or LIDs desiring to extend City water mains in the City must extend across the full width of the property being served to accommodate future extensions. [ACC 13.08.020] Policy 5.2 Facility Extension Agreement The City requires a Facility Extension Agreement to be executed for all public water system extensions constructed by development. Policy 5.3 System-Wide Reliability The City shall invest the resources necessary to construct, maintain, and renew water-system infrastructure and equipment to ensure that customers are provided consistent, reliable service in accordance with WAC 246-290-420 Reliability and Emergency Response. Wherever possible, the City should anticipate system interruptions and design and operate the system to minimize the impact of such interruptions to customers. Policy 5.4 Emergency Preparedness The City shall update, as needed, a citywide Emergency Response Plan, complying with applicable RCW and WAC requirements, that will include the water system operations. The water system portion of the plan should ensure that adequate provisions are in place to provide for an organized response to the most likely kinds of emergencies that might endanger the health and safety of the public or the operation of the municipal water system. Policy 5.5 Capital Facilities Plan The City is required by the Washington State Growth Management Act to adopt a Capital Facilities Plan. The plan will include capital projects and capital project programs for the water utility for a six-year period. Identified projects and programs will be financially constrained and broken down into capacity and non-capacity projects and programs. The City will match revenue sources to capital projects based on sound fiscal policies. Policy 5.6 Emergency Interties The City should support emergency interties with adjacent water systems where there is a benefit to both water systems. Interties increase reliability of the City-wide water system during emergencies and other unusual operating circumstances. Policy 5.7 Water Supply Interties The City should consider water-supply interties on a case-by-case basis. Water supply interties should provide benefits to both water service providers and should not compromise the City’s ability to serve its existing customers or its future water supply needs. Policy 5.8 Water Supply Planning The City's objective is to ensure a continuous, safe water supply to meet firm customer demands. Provision of water service must be consistent with the goals, objectives, and policies of the City of Auburn Comprehensive Water Plan. Effects of past water conservation will be considered when projecting future water needs. Future water demands will be estimated using existing water usage patterns and projected future populations developed by the City’s comprehensive Plan and consistent with the Puget Sound Regional Council data. Policy 5.9 Oversizing When determined to be necessary by the City to install water lines larger than are required to serve adjacent properties, the City may enter into an agreement to compensate the developer for the difference in cost of the oversizing. [ACC 13.08.040] Policy 5.10 Service Pressure The City should provide potable water to customers in sufficient quantity to meet maximum day demands at a pressure that meets or exceeds all minimum applicable regulations, except during emergency conditions. Property owners may install private booster pumps to achieve higher pressures under supervision of the City and in accordance with WAC 246-290-230 Distribution Systems. Policy 5.11 Water for Irrigation Water used for irrigation by non-single-family residential customers shall be provided through an irrigation meter. Deduct meters shall not be used to supply water for irrigation. [ACC 13.06.230] Policy 5.12 Water Meters Water meters shall be placed on every domestic and irrigation service line. [ACC 13.06.320] 6.0 ENVIRONMENTAL STEWARDSHIP Goal 6: Employ best management practices related to water environmental stewardship and the Water utility’s dedication to develop and implement facilities and programs that will protect the environment, including water conservation, demand management and water shortage response. Policy 6.1 Conservation Promotion The City will promote water conservation and the efficient use of water resources to help ensure a sustainable water supply. Policy 6.2 Water Shortage or Emergency Response In the event of a current or threatened water-supply shortage, the Mayor may declare a water shortage or emergency and issue water use restrictions or conservation measures as necessary and consistent with the Water Shortage Response plan. The Public Works Department is responsible for implementing these measures and making reasonable attempts to notify affected customers. [ACC 13.14] Policy 6.3 Water Quality Responsibility The City shall provide water to all water-system customers that meet all state and federal water quality standards. The City shall take the actions necessary to ensure that all water quality standards are met to the point of delivery (meter). The customer is responsible for maintaining water quality from the meter to the actual point of use. Policy 6.4 Water Resource Protection The City shall maintain a Water Resource Protection Program that incorporates best management practices and adaptive management concepts, to protect the City’s groundwater supplies from degradation. The Comprehensive Water Plan shall provide for the evaluation of existing and potential future groundwater sources with regard to threats to the quantity and quality of such sources. The Plan shall ensure that strategies are established for the protection of groundwater sources that are used or likely to be used for public water supplies. Policy 6.5 Sustainable Development The City strives to be a sustainable community: meeting the needs of the present while preserving the ability of future generations to meet their own needs. Policy 6.6 Springs Protection Protection of the City’s Coal Creek Springs and West Hill Spring watersheds, wells, and other sources shall be a high priority in the designation of appropriate land uses in the vicinity of these areas and facilities. Policy 6.7 Aquifer Recharge Area The City shall consider the impacts of new development within aquifer recharge areas of potable water sources as part of its environmental review process and require any appropriate mitigation measures. [ACC 16.10.120.E] Policy 6.8 Water Use Efficiency Goals The City will continue implementation of its existing Water Use Efficiency Program. The City will target a 1 percent reduction in equivalent residential unit value for each year until reaching a planning Equivalent Residential Unit (ERU) value of 172 gpd/ERU. The goal of the City is to reduce peaking factors that occur during the high usage periods to maximize existing water supply sources. The city’s goal shall be in compliance and consistent with all applicable local, state, and federal laws and regulations within the Retail Water Service Area. Policy 6.9 Non-Revenue Water The City will strive to maintain levels of water leakage for its distribution system at less than 10 percent. Policy 6.10 Leak Detection The City is committed to a tight, non-leaking water distribution system. Each year the City will check approximately one-quarter of the water distribution system for leakage. Policy 6.11 Reclaimed Water The City will explore opportunities and evaluate options for wastewater reuse and rainwater reclamation on a case by case basis. These can serve as cost-effective and environmentally beneficial sources of water thereby increasing the security and reliability of the drinking water supply. Policy 6.12 Aquifer Storage and Recovery The City shall consider the use of aquifer storage and recovery as a conservation and demand management tool to make best use of City water resources. 7.0 DESIGN AND CONSTRUCTION Goal 7: Employ best management practices related to the design and construction of water facilities. Policy 7.1 Service Ownership / Responsibility The City shall own and maintain the service line between the main and the meter, the meter and setter, the meter box, and tail piece. The property owner shall own and maintain the service line from the tail piece to the point of service including pressure-reducing valves, pumps, or cross-connection assemblies beyond the meter. [ACC 13.06.027] For unmetered connections (fire sprinklers), City ownership ceases at the fitting on the water line. Where on-site fire hydrants are required, the City shall own the mains and hydrants located within established easements, unless the on-site mains and hydrants are located behind a master meter and designated as private. Policy 7.2 Source of Supply The City shall have sufficient system-wide supply facilities (including both permanent and emergency interties) to meet the Maximum Day Demand with the largest active water supply source out of service. Since power continuity is a concern, auxiliary power, such as an installed or portable generator of sufficient capacity to power the well or spring pumps should be provided. Policy 7.3 Pump Stations A minimum of two pumps or a complete spare pump will be provided for each distribution system pump station to provide flexibility and system redundancy. Where multiple pumps are provided, the pumps will be sized so that the station can meet Maximum Day Demand flow conditions with the largest pump out-of-service. If the area is not served by gravity by a reservoir, booster pumps (along with any supply available) will be sized to provide peak hour demand and fire demand for the service area should the largest pump be out-of- service. Since power continuity is a concern, auxiliary power, such as an installed or portable generator of sufficient capacity to power the station with any single pump out of service should be provided. Policy 7.4 Storage Reservoirs Reservoir redundancy is not a requirement for service areas where the Maximum Day Demand and fire demand can be met by supply or pumping. Policy 7.5 Distribution System The City will plan for and develop a dependable distribution network with pipeline redundancy for redirecting water to affected customers during pipeline failures and establishing multiple connections between service zones at various locations. While the aim is to create a looped water distribution system for reliability and fire flow, there may be cases where looping is not feasible, necessitating off-site improvements in developing areas. Larger water mains may be required for major distribution lines or areas with higher fire flow needs. Additionally, subdividing service area zones into smaller pressure zones aligned with topographic elevations guarantees consistent pressure in each zone. Whenever a street is to be substantially reconstructed or a new street built, the City shall determine whether water facilities in the street right a way shall be constructed or brought up to the size and configuration indicated by the Water Plan and Comprehensive Plan. Policy 7.6 Fire Flow Requirements The City has established two distinct and independent parts to the municipal water-system fire flow requirements within the City Retail Water Service Area. The first is a fire flow requirement established by the Fire Authority as a building-specific fire flow based on building use and materials of construction. The second is a multi-source municipal water system level of service criterion. The City shall require that both parts of the fire flow requirements be met as a condition of development and as a condition of any extension of the City water system. New development, redevelopment, or change in use or occupancy (as defined by Auburn City Code) shall meet the full fire flow requirements as established by this policy. Change of occupancy is not intended to include change of tenants or proprietors. The applicant shall be responsible for installing all necessary facilities needed to serve the property and for complying with the City’s development, and design and construction standards to meet these requirements. Fire flow requirements for existing structures and uses or occupancies are those that were required at the time of construction, as determined by the Fire Authority and the City’s water utility (since 1995). Such existing structures shall not be required to upgrade the municipal water-system infrastructure to meet current fire flow and development standards. Similarly, the City shall not be obligated to upgrade the existing water- system infrastructure to meet current fire-flow criteria and standards. The City should consider the benefits of improved fire flows when analyzing the need, design, and merits of municipal water-system improvements. Policy 7.7 Fire-Flow Improvements As resources become available, the City shall make the City’s municipal water-system improvements to meet the current fire flow criteria. Such system improvements may include replacing undersized water mains and pumping stations or correcting fire hydrant deficiencies of spacing and standardization where current standards are not met. When prioritizing and scheduling system improvements, the City capital facilities planning procedures should consider the severity of deficiencies. The City should seek opportunities to make improvements in conjunction with other City projects to achieve economic efficiency. Policy 7.8 Fire-Flow Quantity The quantity of water available for firefighting establishes an important level of service for a water system. The fire flow requirements shall be based on the minimum City fire flow requirements specified in the current City of Auburn Engineering Design Standards. Additional fire flow may be required per the International Fire Code. Where the City determines higher fire flows are required than the minimums, the higher flow will be the criterion used to determine the required system improvements. Fire flows are to be provided during Maximum Day Demand at the pressure requirements discussed in the paragraphs on Distribution System. Policy 7.9 Reservoir Sizing The City reservoir storage components shall be sized to meet WAC 246-290-235 and Department of Health recommendations and requirements. Policy 7.10 Individual Service Area Water Supply Requirements The City will provide sufficient water supply capacity to meet Maximum Day Demand for each of the four service areas (Valley service area, Academy service area, Lea Hill service area and the Lakeland Hills service area) and any sub systems within these service areas utilizing a combination of reliable sources, reliable pump stations and reservoirs in accordance with system reliability criteria. Policy 7.11 System Pressure The City of Auburn has established a criterion for minimum pressure within the water distribution system of 30 psi for all new facilities during Peak Hour Demand. The distribution system shall be capable of providing the required fire flow under Maximum Day Demand conditions. During these conditions, a minimum pressure of 20 psi is allowed at any point within the distribution system when firefighting storage and equalizing storage are depleted (WAC 246-290-230 Distribution Systems). The maximum target pressure within the water distribution system is 80 psi. Policy 7.12 Elements of Required Storage The City storage reservoir volume requirements are comprised of three separate categories: Equalizing Storage (when necessary), Fire Fighting Storage, and Emergency Storage. In addition, reservoirs may include a "dead storage" volume that is not useful because of the water system configuration. Auburn will provide sufficient storage volume so that each storage component is provided separately, recognizing that a fire could occur during an emergency (supply or pump station out-of-service). As a result, nesting of storage (using the same storage for both emergency and firefighting) is not acceptable and the City requires these volumes to be stacked. Evaluation of the required reservoir volume must be done by analyzing each reservoir independently to ensure that adequate storage is provided to meet the needs of customers within the reservoir service area. Storage within a zone of higher elevation can be used to meet the storage requirements of lower zones served by the reservoir. APPENDIX B DETERMINATION OF NON-SIGNIFICANCE (DNS) City of Auburn Comprehensive Water Plan Update SEP24-0015 The City of Auburn is issuing a Determination of Non-Significance (DNS) for the following described project. The permit applications and listed studies may be reviewed at the Auburn Department of Community Development at One E Main St., 2nd Floor, Customer Service Center, Auburn, WA 98001 and by visiting www.auburnwa.gov/landuse. Proposal: The proposed non-project action includes adoption of the Comprehensive Water System Plan as an element of the city's Comprehensive Plan. The City of Auburn’s Water System Plan (WSP) has been developed in accordance with Chapter 426-290 of the Washington Administrative Code (WAC), as presented in Washington State Department of Health (DOH) regulations for Group A Public Water Systems. This WSP supersedes the City of Auburn’s 2015 WSP, approved on May 11, 2016, and the 2021 Limited WSP Update approved by DOH on December 16, 2021. The purposed of this WSP is to develop a long-term strategy for the City’s Retail Water Service Area. Updated every ten years per DOH, the WSP evaluates the existing system and its ability to meet the anticipated requirements for water source, treatment, transmission, storge and distribution over the 20-year planning period. Location: City-wide Notice of Application: Not applicable Application Complete: October 2, 2024 Permit Application: September 6, 2024 File Nos. SEP24-0015 Property Owner: City of Auburn 25 W Main St. Auburn WA, 98001 Applicant: City of Auburn Senait Gebreeyesus 25 W Main St. Auburn WA, 98001 Studies/Plans Submitted with Application: SEPA Environmental Checklist, prepared by City of Auburn, dated August 15, 2024 Draft Water System Plan, prepared by Consor, dated August 2024 Determination of Non-Significance SEP24-0015 Other Permits, Plans, and Approvals Needed: Not Applicable. Statement of Consistency and List of Applicable Development Regulations: This proposal is subject to and shall be consistent with the Auburn City Code, Comprehensive Plan, and Public Works Design and Construction Standards. Lead Agency: City of Auburn. The lead agency for this proposal has determined that it does not have probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. SEPA Environmental Review: This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Public Comment Period: This may be your only opportunity to comment on the environmental impact of the proposal. All persons may comment on this application. Comments must be in writing and submitted by 5:00 p.m. on October 22, 2024 to the mailing address of 25 W Main St., Auburn, WA, 98001 or emailed to the contact below. Any person wishing to become a party of record, shall include in their comments that they wish to receive notice of and participate in any hearings, if relevant, and request a copy of decisions once made. The responsible official will reconsider the DNS based on timely comments and may retain, modify, or, if significant adverse impacts are likely, withdraw the DNS. If the DNS is retained, it will be final after the expiration of the comment deadline. Any person aggrieved of the City's determination may file an appeal with the Auburn City Clerk at 25 West Main Street, Auburn, WA 98001-4998 within 14 days of the close of the comment period, or by 5:00 p.m. on September 9, 2024. For questions regarding this project, please contact Dinah Reed, Senior Planner, at planning@auburnwa.gov or 253-931-3092. Public Hearing: N/A RESPONSIBLE SEPA OFFICIAL: Alexandria D. Teague, Planning Services Manager ADDRESS: 25 West Main St., Auburn, WA 98001 253-931-3090 DATE ISSUED: October 8, 2024 SIGNATURE: ______________________ Note: This determination does not constitute approval of the proposal. Approval of the proposal can only be made by the legislative or administrative body vested with that authority. The proposal is required to meet all applicable regulations. SEPA Environmental checklist September 2023 Page 1 (WAC 197-11-960) SEPA1 Environmental ChecklistPurpose of checklist Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization, or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use “not applicable” or “does not apply” only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for lead agencies Please adjust the format of this template as needed. Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B, plus the Supplemental Sheet for Nonproject Actions (Part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non-projects) questions in “Part B: Environmental Elements” that do not contribute meaningfully to the analysis of the proposal. 1 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/Checklist-guidance SEPA Environmental checklist September 2023 Page 2 (WAC 197-11-960) A. Background Find help answering background questions2 1. Name of proposed project, if applicable: City of Auburn, 2024 Comprehensive Water Plan 2. Name of applicant: City of Auburn, Public Works Department, Water Division 3. Address and phone number of applicant and contact person: Public Works Department 25 West Main Street Auburn, WA 98001 253-931-3010 Senait Gebreeyesus, Water Utility Engineer 253-804-5061 4. Date checklist prepared: August 15, 2024 5. Agency requesting checklist: City of Auburn 6. Proposed timing of schedule (including phasing, if applicable): The Comprehensive Water Plan is slated for adoption by December 2024. It outlines both short-term projects intended to be initiated over the next decade (2025-2034) and long-term projects forecasted for the following two decades (2035-2044). The exact locations of these projects are detailed within the proposed Comprehensive Water Plan. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. There are no current plans for further expansions or additional activities related to this proposal. This plan serves as a comprehensive outline for the City’s capital improvement initiatives over the next ten years, with a vision extending to twenty years. Any projects that are not exempt from SEPA will undergo a detailed project-level review. The proposed locations of these projects are presented within the Comprehensive Water Plan. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 2 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-A-Background SEPA Environmental checklist September 2023 Page 3 (WAC 197-11-960) The specific environmental documentation related to this proposal will be developed as individual projects are brought forward for implementation. Each project will undergo an environmental checklist and threshold determination based on its scope and impact. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Currently, there are no known pending applications for government approvals directly affecting the properties covered by this proposal. However, there may be ongoing applications related to improvements within the water system, such as developer extensions and plat developments within the water service area. 10. List any government approvals or permits that will be needed for your proposal, if known. The Comprehensive Water Plan requires approval from City of Auburn and the Washington State Department of Health. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The proposal involves adopting a new Comprehensive Water Plan to replace the City of Auburn’s existing plan from 2015 and its limited update in 2021. This updated plan reflects the changes within the City's water system, identifies necessary system modifications, and details capital improvement projects designed to meet future water demands, system maintenance, and improvement activities. The maintenance of an up-to-date plan is crucial for compliance with Washington State Department of Health regulations and the Washington Growth Management Act. The plan encompasses the entire water service area, including most of the City limits, covering approximately 30 square miles. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The Comprehensive Water Plan applies to the City of Auburn’s water service area, which includes most of the area within the City limits. Auburn is located between Seattle and Tacoma in both King County and Pierce County, Washington, spanning approximately 30 square miles. SEPA Environmental checklist September 2023 Page 4 (WAC 197-11-960) B. Environmental Elements 1. Earth Find help answering earth questions3 a. General description of the site: Circle or highlight one: Flat, rolling, hilly, steep slopes, mountainous, other: The project area features a varied terrain, including both flat regions and steep slopes. b. What is the steepest slope on the site (approximate percent slope)? The steepest slopes within the planning area can reach gradients as high as 100%. Notable steep slope areas are located east and north of the Green River on Lea Hill, south of the White River on Lakeland Hills, and along the West Valley Highway toward West Hill. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them, and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. The soils in the region predominantly consist of glacial and interglacial deposits in the uplands, with modern alluvium, undifferentiated deltaic deposits, and Osceola Mudflow in the valley. Soil textures range from gravelly, sandy loam to gravelly loam. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There is potential for unstable soils on steep slopes in the identified areas. Geologic hazard zones, including those prone to volcanic activity, seismic events, landslides, and erosion, are mapped within the City’s Comprehensive Plan and sensitive areas maps. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. This plan does not directly involve any filling, excavation, or grading activities. However, water system construction projects identified in the plan will likely require these activities, with specific details to be determined during individual project reviews. f. Could erosion occur because of clearing, construction, or use? If so, generally describe. While this non-project action does not directly cause erosion, individual projects will be reviewed for potential erosion impacts and corresponding mitigation measures. 3 https://ecology.wa.gov/regulations-permits/sepa/environmental-review/sepa-guidance/sepa-checklist-guidance/sepa-checklist-section-b-environmental-elements/environmental-elements-earth SEPA Environmental checklist September 2023 Page 5 (WAC 197-11-960) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Water system projects typically do not create significant impervious surfaces, as most infrastructure is installed beneath existing roadways or in easements where structures are restricted, or within an existing building. Specific projects will be subject to environmental review before implementation. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. Although this non-project action does not involve direct earth disturbances, individual projects will include erosion and sedimentation control measures, with best management practices applied in areas prone to erosion. 2. Air Find help answering air questions4 a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. This non-project action does not generate air emissions. However, specific construction projects will be evaluated for air quality impacts during their environmental review, and appropriate mitigation measures will be applied. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No off-site sources of emissions are expected to affect this proposal. However, individual projects will be assessed for air quality impacts during their environmental review. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Although this plan itself does not involve direct air emissions, standard emission controls will be implemented during the construction of projects recommended by this plan. 4 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-Air SEPA Environmental checklist September 2023 Page 6 (WAC 197-11-960) 3. Water Find help answering water questions5 a. Surface: Find help answering surface water questions6 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The service area contains several significant water bodies, including the Green River and White River, as well as streams like Mill Creek and various drainage ways leading to these rivers. The area also includes numerous wetlands. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. This non-project action does not involve direct work near water bodies. However, the Comprehensive Water Plan recommends various water system improvements, including well rehabilitation and upgrades, which may occur near these water bodies. Such projects will undergo environmental review in compliance with the City’s Shoreline Master Program. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. This plan itself does not involve the placement or removal of material in or near surface waters. However, future projects may involve such activities, which will be subject to environmental review. 4. Will the proposal require surface water withdrawals or diversions? Give a general description, purpose, and approximate quantities if known. The plan does not propose surface water withdrawals. The City’s water supply primarily relies on a system of groundwater wells detailed in the comprehensive plan. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. While this plan does not involve direct action within floodplains, portions of the City’s water service area are within or adjacent to floodplain areas. Individual projects will identify floodplain boundaries during their environmental review. 5 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-3-Water 6 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-3-Water/Environmental-elements-Surface-water SEPA Environmental checklist September 2023 Page 7 (WAC 197-11-960) 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. This plan does not propose any discharges of waste materials into surface waters. b. Ground: Find help answering ground water questions7 1. Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give a general description, purpose, and approximate quantities if known. The adoption of the Comprehensive Water Plan does not entail direct groundwater withdrawals. The City’s existing groundwater wells and their associated water rights are thoroughly documented in the plan. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (domestic sewage; industrial, containing the following chemicals…; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste material will be discharged into the ground as a result of this plan. c. Water Runoff (including stormwater): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The adoption of this plan will not generate stormwater runoff. However, individual projects will be assessed for their potential to generate runoff during their environmental review. 2. Could waste materials enter ground or surface waters? If so, generally describe. This non-project action does not introduce the risk of waste materials entering ground or surface waters. 3. Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. The adoption of this plan will not affect drainage patterns. However, individual projects will be reviewed for such impacts. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: 7 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-3-Water/Environmental-elements-Groundwater SEPA Environmental checklist September 2023 Page 8 (WAC 197-11-960) While the plan itself does not directly impact water resources, specific projects will include measures to control erosion, manage runoff, and mitigate drainage impacts as necessary, based on their environmental review. 4. Plants Find help answering plants questions a. Check the types of vegetation found on the site: ☐ deciduous tree: alder, maple, aspen, other ☐ evergreen tree: fir, cedar, pine, other ☐ shrubs ☐ grass ☐ pasture ☐ crop or grain ☐ orchards, vineyards, or other permanent crops. ☐ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other ☐ water plants: water lily, eelgrass, milfoil, other ☐ other types of vegetation This item does not apply to the current non-project action. The Plan area encompasses a diverse range of vegetation types. The presence and treatment of specific plant types will be addressed as part of individual construction projects within the Plan. b. What kind and amount of vegetation will be removed or altered? This inquiry is not applicable to the non-project action being undertaken. The adoption of the Comprehensive Water Plan itself will not result in any direct environmental changes, including the alteration of vegetation. However, specific projects and programs that stem from the Plan may involve the removal or modification of vegetation. The precise impacts of such actions are currently indeterminate. Each project will undergo environmental review to evaluate potential impacts and appropriate mitigation measures before execution. c. List threatened and endangered species known to be on or near the site. This question does not pertain to the current non-project action. Any threatened or endangered species in proximity to the proposed projects under this Plan will be identified during the environmental review process for each individual project. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. This item does not apply to the non-project action. Landscaping, the use of native plants, or other measures to preserve or enhance vegetation will be considered on a project-specific basis during environmental reviews before project implementation. SEPA Environmental checklist September 2023 Page 9 (WAC 197-11-960) e. List all noxious weeds and invasive species known to be on or near the site. This query is not applicable to this non-project action. Any noxious weeds or invasive species present in or near the recommended projects under this Plan will be identified during the environmental review process for each respective project. 5. Animals Find help answering animal questions8 a. List any birds and other animals that have been observed on or near the site or are known to be on or near the site. Examples include: • Birds: hawk, heron, eagle, songbirds, other: • Mammals: deer, bear, elk, beaver, other: • Fish: bass, salmon, trout, herring, shellfish, other: This question does not apply to the current non-project action, as the adoption of the Comprehensive Water Plan does not involve a specific site. A variety of species, such as those mentioned, may inhabit the Plan area. Specific projects will undergo environmental review to identify any species present before they are carried out. b. List any threatened and endangered species known to be on or near the site. According to the City of Auburn Comprehensive Plan, the water service area is home to species such as the Great Blue Heron and Bald Eagles. Additionally, Chinook Salmon, classified as endangered by the National Marine Fisheries Service, and Bull Trout, listed as endangered by the US Fish and Wildlife Service, are known to inhabit the area. Chinook Salmon are present in Mill Creek and the Green and White Rivers, while Bull Trout may be found in the Green and White Rivers. c. Is the site part of a migration route? If so, explain. This question does not pertain to the current non-project action. The adoption of the Comprehensive Water Plan does not involve any specific site. Migration routes of any threatened or endangered species in proximity to the recommended projects will be identified during the environmental review process for each individual project. d. Proposed measures to preserve or enhance wildlife, if any. This item does not apply to the current non-project action. The adoption of the Comprehensive Water Plan itself will not directly impact any listed species or their habitats. However, proposed improvement projects under the Plan may potentially affect listed species, though the specific impacts are not currently known. Environmental reviews for each project will assess potential impacts and propose 8 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-5-Animals SEPA Environmental checklist September 2023 Page 10 (WAC 197-11-960) appropriate mitigation measures and best management practices before project implementation. e. List any invasive animal species known to be on or near the site. This question does not apply to the current non-project action. Any invasive animal species in or near the proposed projects under this Plan will be identified during the environmental review process for each individual project. 6. Energy and natural resources Find help answering energy and natural resource questions9 a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. This question does not apply to the current non-project action. The adoption of the Comprehensive Water Plan itself will not necessitate the use of energy. Specific projects will undergo individual reviews to determine their energy and natural resource needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. There will be no impact on the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. This question does not apply to the current non-project action. The adoption of the Comprehensive Water Plan itself will not directly result in energy conservation or control measures. However, certain programs and projects under the Plan may include energy-saving features. The exact conservation benefits of these measures are not yet known and will be evaluated on a case-by-case basis for each project. 7. Environmental health Health Find help with answering environmental health questions10 a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur because of this proposal? If so, describe. This item is not applicable to the current non-project action. The adoption of the Comprehensive Water Plan itself will not lead to environmental health hazards, such as exposure to toxic chemicals or the risk of fire and explosion. However, specific programs and projects within the Plan may pose such risks. The potential impacts of these actions are currently unknown. Each project will be subject to environmental review to assess potential risks and determine appropriate mitigation measures before implementation. 9 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-6-Energy-natural-resou 10 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-7-Environmental-health SEPA Environmental checklist September 2023 Page 11 (WAC 197-11-960) 1. Describe any known or possible contamination at the site from present or past uses. This item does not apply to the current non-project action. Specific projects will undergo individual environmental reviews before they are implemented to identify any potential site contamination. 2. Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. This question does not pertain to the current non-project action. Specific projects will be subject to environmental review to identify any existing hazardous chemicals or conditions that could impact project development or design. 3. Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. This item is not applicable to the current non-project action. Specific projects will be reviewed to determine if any toxic or hazardous chemicals might be used, stored, or produced during construction or operation. 4. Describe special emergency services that might be required. This item does not apply to the current non-project action. Specific projects will undergo environmental review to determine if any special emergency services might be required. 5. Proposed measures to reduce or control environmental health hazards, if any. This query does not apply to the current non-project action. Any measures to reduce or control environmental health hazards will be evaluated and proposed during the environmental review process for each specific project. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? This question does not apply to the current non-project action. Any noise affects will be evaluated as part of the individual projects. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site)? This item does not apply to the current non-project action. The adoption of the Comprehensive Water Plan itself will not generate noise. However, specific programs and projects under the Plan may produce noise, though the potential impacts are currently unknown. Each project will undergo environmental review to evaluate potential noise impacts and determine appropriate mitigation measures before implementation. SEPA Environmental checklist September 2023 Page 12 (WAC 197-11-960) 3. Proposed measures to reduce or control noise impacts, if any: This inquiry does not apply to the current non-project action. Noise reduction measures will be considered and proposed during the environmental review process for each specific project. 8. Land and shoreline use Find help answering land and shoreline use questions11 a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The water service area includes a mix of land uses, primarily residential, with other uses such as industrial, commercial, manufacturing, public, and park spaces also present. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses because of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? The adoption of the Comprehensive Water Plan itself will not impact any remaining agricultural or forest land. Future projects under the Plan will be subject to environmental review to assess potential impacts and determine appropriate mitigation measures. 1. Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how? No, the proposal will not impact surrounding working farm or forest land or their normal business operations. c. Describe any structures on the site. The water service area features various types of structures, including residential, commercial, institutional, manufacturing, and industrial buildings. d. Will any structures be demolished? If so, what? This question does not apply to the current non-project action. Any structures proposed for demolition will be identified during the environmental review process for each specific project. e. What is the current zoning classification of the site? The water service area encompasses various zoning districts within Auburn and unincorporated King and Pierce Counties. These districts include single-family and multi- 11 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-8-Land-shoreline-use SEPA Environmental checklist September 2023 Page 13 (WAC 197-11-960) family residential, light and heavy commercial, light and heavy industrial, public, and open spaces. f. What is the current comprehensive plan designation of the site? The water service area contains multiple Comprehensive Plan designations. The City of Auburn oversees the majority of this service area. Projects recommended by the Plan will be required to comply with the City’s Shoreline program if they fall within the shoreline management area. g. If applicable, what is the current shoreline master program designation of the site? The City’s shoreline designations include natural, shoreline residential, and urban conservancy. Projects recommended by the Plan will need to adhere to the City’s Shoreline Master Program requirements. h. Has any part of the site been classified as a critical area by the city or county? If so, specify. Yes, the water service area includes lands classified as critical areas, such as wetlands, geologic hazard areas, aquifer recharge zones, habitat areas, groundwater protection areas, and frequently flooded areas. i. Approximately how many people would reside or work in the completed project? The water service area’s population was estimated to be 63,450 in 2022, with projections indicating an increase to 85,519 by 2034 and 97,328 by 2035. The employment in the water service area was estimated to be 48,419 in 2021, with forecasts showing an increase to 59,205 in 2034 and 68,944 in 2044. j. Approximately how many people would the completed project displace? This question does not apply to the current non-project action. The adoption of the Comprehensive Water Plan will not displace any people. The Plan’s programs and projects are not intended to cause displacement. k. Proposed measures to avoid or reduce displacement impacts, if any. This inquiry does not pertain to the current non-project action. l. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The Comprehensive Water Plan has been developed in alignment with all relevant local, county, and state regulations. This includes the City Comprehensive Plan created under the Growth Management Act policies, the South King County Coordinated Water System Plan, and the Pierce County Comprehensive Plan. m. Proposed measures to reduce or control impacts to agricultural and forest lands of long-term commercial significance, if any: The Comprehensive Water Plan is fully compliant with existing local, county, and state regulations, including the City Comprehensive Plan, the South King County Coordinated Water System Plan, and the Pierce County Comprehensive Plan. SEPA Environmental checklist September 2023 Page 14 (WAC 197-11-960) 9. Housing Find help answering housing questions12 a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. This query is not applicable to this non-project action. The adoption of the Comprehensive Water Plan does not involve the provision of housing units. The Plan is focused on water-related infrastructure and does not encompass housing development or residential unit allocation. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. This question is not applicable to this non-project action. The adoption of the Comprehensive Water Plan will not lead to the removal of any housing units. The Plan’s scope is confined to water infrastructure and does not include the elimination or alteration of housing. c. Proposed measures to reduce or control housing impacts, if any: As this is a non-project action centered on water infrastructure, there are no housing impacts anticipated, and thus, no mitigation measures are proposed. 10. Aesthetics Find help answering aesthetics questions13 a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? This question does not pertain to this non-project action. The adoption of the Comprehensive Water Plan will not result in the construction of any structures. Any future projects involving structures will determine the specifics, including height and materials, during their design phases. b. What views in the immediate vicinity would be altered or obstructed? This query is not applicable to this non-project action. The adoption of the Comprehensive Water Plan does not involve the construction of any structures that could obstruct or alter views in the vicinity. c. Proposed measures to reduce or control aesthetic impacts, if any: Future projects stemming from the Plan will undergo individual environmental reviews, where potential aesthetic impacts and appropriate mitigation measures will be assessed and implemented before construction begins. 12 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-9-Housing 13 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-10-Aesthetics SEPA Environmental checklist September 2023 Page 15 (WAC 197-11-960) 11. Light and glare Find help answering light and glare questions14 a. What type of light or glare will the proposal produce? What time of day would it mainly occur? This question does not pertain to this non-project action. The adoption of the Comprehensive Water Plan will not result in the construction of any structures. Any future projects involving structures will determine the specifics, including height and materials, during their design phases. b. Could light or glare from the finished project be a safety hazard or interfere with views? This query is not applicable to this non-project action. The adoption of the Comprehensive Water Plan does not involve the construction of any structures that could obstruct or alter views in the vicinity. c. What existing off-site sources of light or glare may affect your proposal? Future projects stemming from the Plan will undergo individual environmental reviews, where potential aesthetic impacts and appropriate mitigation measures will be assessed and implemented before construction begins. d. Proposed measures to reduce or control light and glare impacts, if any: This query is not applicable to this non-project action. 12. Recreation Find help answering recreation questions a. What designated and informal recreational opportunities are in the immediate vicinity? The service area includes a variety of parks and recreational spaces. Additionally, there are rivers and streams within the water service area that offer recreational activities, and a golf course is also located nearby. b. Would the proposed project displace any existing recreational uses? If so, describe. This question does not apply to this non-project action. The adoption of the Comprehensive Water Plan will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Any specific projects resulting from the Plan will undergo environmental reviews where potential impacts on recreational activities will be evaluated, and corresponding mitigation measures will be developed before implementation. 14 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-11-Light-glare SEPA Environmental checklist September 2023 Page 16 (WAC 197-11-960) 13. Historic and cultural preservation Find help answering historic and cultural preservation questions15 a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers? If so, specifically describe. The water service area covers parts of the City of Auburn and Unincorporated King County. Numerous sites within these areas are listed on preservation registers and will be addressed through individual environmental reviews as specific construction projects are proposed. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. This query is not applicable to this non-project action. Individual projects will be subject to environmental reviews that will assess the presence and importance of such features before implementation. c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. This question does not pertain to this non-project action. Specific projects will be reviewed through environmental assessments, which may include consultations with tribal entities, the Department of Archaeology and Historic Preservation, and the use of tools like archaeological surveys and historic maps. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. This non-project action does not require specific mitigation measures. However, individual projects will be reviewed, and necessary steps will be taken to protect cultural and historic resources as per applicable laws and guidelines. 15 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-13-Historic-cultural-p SEPA Environmental checklist September 2023 Page 17 (WAC 197-11-960) 14. Transportation Find help with answering transportation questions16 a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. The service area is intersected by several streets and highways, including State Highways 18 and 167, Auburn Way North, Auburn Way South (SR 164), West Valley Highway, and 15th Street Northwest. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? The City of Auburn is currently served by Sound Transit, King County Metro, and Pierce Transit. Any areas within the City that are not served by public transit will be considered as individual construction projects are proposed. c. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle, or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). This non-project action does not necessitate the construction of new roads or the improvement of existing transportation facilities. d. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. This question does not apply to this non-project action. The adoption of the Comprehensive Water Plan will not involve the use of water, rail, or air transportation. However, some projects may occur near these transportation facilities and will be reviewed accordingly. e. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? This question does not apply to this non-project action as the adoption of the Comprehensive Water Plan will not generate vehicular trips. f. Will the proposal interfere with, affect, or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. This query is not applicable to this non-project action. The adoption of the Comprehensive Water Plan will not affect the transportation of agricultural or forest products. Any relevant projects will be reviewed for potential impacts during their environmental assessments. 16 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-B-Environmental-elements/Environmental-elements-14-Transportation SEPA Environmental checklist September 2023 Page 18 (WAC 197-11-960) g. Proposed measures to reduce or control transportation impacts, if any: As this is a non-project action, no specific transportation impact mitigation measures are required. 15. Public services Find help answering public service questions17 a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. This non-project action will not result in an increased demand for public services such as fire protection, police services, public transit, healthcare, or educational facilities. b. Proposed measures to reduce or control direct impacts on public services, if any. Since the adoption of the Comprehensive Water Plan does not impact public services, no mitigation measures are proposed. 16. Utilities Find help answering utilities questions18 a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: The service area is equipped with a variety of utilities, including electricity, natural gas, water, refuse service, telephone, and sanitary sewer. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. The Comprehensive Water Plan recommends necessary repairs, replacements, improvements, and extensions to water system facilities to meet service level criteria established by local, county, and state regulations. These facilities include wells, springs, reservoirs, pump stations, pressure reducing stations, water mains, and related appurtenances. Each project will undergo an individual environmental review process. Water services will be provided by the City of Auburn’s water division. C. Signature Find help about who should sign19 17 https://ecology.wa.gov/regulations-permits/sepa/environmental-review/sepa-guidance/sepa-checklist-guidance/sepa-checklist-section-b-environmental-elements/environmental-elements-15-public-services 18 https://ecology.wa.gov/regulations-permits/sepa/environmental-review/sepa-guidance/sepa-checklist-guidance/sepa-checklist-section-b-environmental-elements/environmental-elements-16-utilities 19 https://ecology.wa.gov/Regulations-Permits/SEPA/Environmental-review/SEPA-guidance/SEPA-checklist-guidance/SEPA-Checklist-Section-C-Signature SEPA Environmental checklist September 2023 Page 19 (WAC 197-11-960) The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. 8/28/2024XSigned by: Senait Gebreeyesus Type name of signee: Senait Gebreeyesus Position and agency/organization: Water Utility Engineer, City of Auburn Date submitted: August 15, 2024 D. Supplemental sheet for nonproject actions Find help for the nonproject actions worksheet20 Do not use this section for project actions. Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? The adoption of the Comprehensive Water Plan is a non-project action and does not inherently increase discharges to water or air, nor does it contribute to noise production. However, the construction activities recommended in the Plan could result in temporary increases in exhaust emissions from construction equipment and dust from exposed soils. These impacts will be evaluated through environmental reviews before any project begins. • Proposed measures to avoid or reduce such increases are: No specific mitigation measures are proposed at this stage. The potential for discharges and emissions will be minimized by adhering to best management practices and ensuring that all designs and construction activities comply with local, state, and federal regulations. Each project will be reviewed individually by the appropriate agencies to assess and address environmental impacts. 20 https://ecology.wa.gov/regulations-permits/sepa/environmental-review/sepa-guidance/sepa-checklist-guidance/sepa-checklist-section-d-non-project-actions SEPA Environmental checklist September 2023 Page 20 (WAC 197-11-960) 2. How would the proposal be likely to affect plants, animals, fish, or marine life? The adoption of the Plan itself does not affect flora or fauna. It is anticipated that none of the proposed projects within the Plan will negatively impact fish or wildlife. • Proposed measures to protect or conserve plants, animals, fish, or marine life are: No specific conservation measures are proposed at this stage. Individual projects will undergo thorough reviews to ensure the protection of plants, animals, fish, and marine life, and appropriate agencies will be consulted as needed. 3. How would the proposal be likely to deplete energy or natural resources? The Comprehensive Water Plan is focused on maintaining and improving existing water infrastructure, which is not expected to have a significant impact on energy or natural resource depletion. However, individual projects will be evaluated to determine their specific impacts on these resources. • Proposed measures to protect or conserve energy and natural resources are: The Plan emphasizes maximizing gravity flow wherever possible to conserve energy. It also includes a water use efficiency program that aims to achieve significant water resource savings over time. Additionally, the Plan proposes improvements to pump stations to enhance efficiency, although the exact conservation benefits are currently unquantifiable. Each project will be individually assessed for energy and resource conservation by the relevant agencies. 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection, such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? The proposed action, which involves adopting the Comprehensive Water Plan, is not expected to directly impact environmentally sensitive areas, such as parks, wilderness areas, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands. However, since the Plan outlines future programs and projects that could be near these sensitive areas, the exact nature of potential impacts remains undetermined at this stage. Any projects that could affect sensitive areas will be required to adhere to City policies and regulations designed to protect these resources. • Proposed measures to protect such resources or to avoid or reduce impacts are: The Plan does not inherently expand the authority of any entity—be it an individual, company, or agency—to initiate developments that might negatively impact sensitive areas. Each proposed project will undergo individual review and will need to obtain approval from the appropriate agencies before moving forward. Compliance with all relevant local, state, and federal regulations will be mandatory to ensure the protection of these sensitive environments. 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? SEPA Environmental checklist September 2023 Page 21 (WAC 197-11-960) The adoption of the Comprehensive Water Plan does not facilitate or promote land or shoreline uses that would be incompatible with existing land-use plans. Any specific projects arising from the Plan will be individually assessed through environmental reviews before they are implemented. • Proposed measures to avoid or reduce shoreline and land use impacts are: Each project proposed under the Plan will be evaluated on its own merits, with oversight from the appropriate agencies to ensure that it aligns with existing land-use regulations. Adherence to applicable local, state, and federal guidelines will be enforced to prevent any negative impacts on land and shoreline use. 6. How would the proposal be likely to increase demands on transportation or public services and utilities? The adoption of the Comprehensive Water Plan itself will not directly lead to an increase in demand for transportation, public services, or utilities. In fact, the Plan is designed to address the City’s water utility needs in response to anticipated population growth. • Proposed measures to reduce or respond to such demand(s) are: The Comprehensive Water Plan includes a range of projects and programs aimed at meeting the City’s growing demand for water services. By planning for future needs, the Plan helps ensure that the City’s infrastructure can accommodate growth without placing undue strain on existing transportation networks or public services. 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. The 2024 Comprehensive Water Plan aligns with current legal frameworks designed to protect the environment, ensuring that all proposed projects and actions will be in full compliance with these regulations. APPENDIX C ENG-163-ELH, Revised 12/19 January 31, 2025 Krista Chavez, Regional Planner Brietta Carter, P.E., Regional Engineer NW Drinking Water Regional Operations Washington Department of Health PO Box 47800 Attn: 47822 Olympia, WA 98504-7800 RE: 2025 Water System Plan City of Auburn, ID# 03350 Dear Krista Chavez and Brietta Carter: For the record, the City respectfully disagrees with the Department of Ecology’s characterization of Groundwater Certificate G1-25173C as a “non-municipal” water right. In 1990, the City of Auburn entered a contract and adopted a resolution providing for the City to own and operate a satellite water system serving the Braunwood Estates development (Water System ID 03336E). The City has continuously beneficially used Certificate G1-25173C to supply water to Braunwood Estates since that time. “Municipal water supply purposes” includes beneficial use of water “for governmental or governmental proprietary purposes by a city, town, public utility district, county, sewer district, or water district” under RCW 90.03.015(4)(b). There is no question that the City’s residential water service to the Braunwood neighborhood is a governmental or governmental proprietary purpose. Certificate G1-25173C therefore meets the definition of a water right for “municipal water supply purposes” under RCW 90.03.015(4)(b). Contrary to the 2003 Municipal Water Law, Ecology contends that residential domestic water service by a city under RCW 90.03.015(4)(b) can be “municipal” only where it also meets the connection or population thresholds for the “residential purposes” category addressed in RCW 90.03.015(4)(a) (an alternate category that extends “municipal” status to private developers, water companies, and other water suppliers that are not cities, towns, PUDs, counties, sewer districts, or water districts). Ecology’s interpretation is incorrect. Nothing in the statutory language restricts the “governmental or governmental proprietary purposes” category of municipal water use by a city. If the Legislature had intended to impose the subsection (4)(a) residential connection/population thresholds on cities, towns, PUDs, counties, sewer districts, and water districts, subsection (4)(b) would read “for any other governmental or governmental proprietary purposes . . .”. Ecology’s interpretation incorrectly disregards the statutory language. Ecology’s reliance on Policy 2030 is misplaced because Policy 2030 is not a correct statement of the law. The Legislature also included in the 2003 Municipal Water Law a mechanism for Ecology to change its records to correctly identify as municipal “water rights that are for municipal water supply purposes, as defined in RCW 90.03.015” without requiring approval of a change in purpose of use. RCW 90.03.560 requires Ecology to amend its water right Routine Sanitary Survey 2022 City of Auburn, ID# 03350 January 31, 2025 Page 2 of 2 ENG-163, Revised 12/18 documents and related records when requested by a municipal water supplier. To be clear, the City is not required to request Ecology “conformance” of its water right records and elects not to do so at this time. Certificate G1-25173C is presently a right for municipal water supply purposes as defined in RCW 90.03.015, and no action by Ecology is necessary to change its status. Therefore, Ecology’s assertion that “Auburn first needs to transfer the right through a change application, requesting a change in purpose of use from ‘group domestic supply’ to ‘municipal’” is incorrect. Here as well, Ecology’s Policy 2030 ignores the statutory language in RCW 90.03.560, which “authorizes a water right or portion of a water right held or acquired by a municipal water supplier that is for municipal water supply purposes as defined in RCW 90.03.015 to be identified as being a water right for municipal water supply purposes.” Ecology’s interpretation incorrectly focuses on the status of the entity that originally obtained the water right, rather than on the present beneficial use of a water right held or acquired by a municipal water supplier. In 2003, when the Legislature enacted RCW 90.03.560, the City of Auburn held Certificate G1-25173C and had been beneficially using it for years for a governmental or governmental proprietary purpose: to operate a satellite water system serving Braunwood Estates. This is precisely the type of water use the Legislature intended to identify as municipal under RCW 90.03.560 and the broad “governmental or governmental proprietary purposes” category in RCW 90.03.015(4). Indeed, had Ecology correctly identified the water right holder in 1993, Ecology most likely would have issued Certificate G1-25173C to the City of Auburn for municipal water supply purposes. With the caveat that the City of Auburn considers Certificate G1-25173C a water right for municipal water supply purposes, disagreeing with Ecology’s position, and is in fact put to beneficial use under Certificate G1-25173C, the City is editing the footnotes in the Water Rights Self-Assessment and in the summary of Existing Water Rights table (Table 3-18) in the Water System Plan to state that Ecology considers Braunwood Estates to be a standalone non-municipal supply. If you have any questions, please contact me directly by phone at 253-804-5061 or via email at sgebreeyesus@auburnwa.gov . Sincerely, Senait Gebreeyesus Water Utility Engineer Public Works Department SG/rd Enclosures 2024 City of Auburn Water System Plan Comment Letter (Department of Ecology) Cc: Ryan Vondrak, P.E., Utilities Engineering Manager File: WTR 8.0 Electronic Distribution Senait Gebreeyesus 01/31/2025 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Region Office PO Box 330316, Shoreline, WA 98133-9716 • 206-594-0000 October 18, 2024 City of Auburn c/o Senait Gebreeyesus, PE 25 W Main St Auburn, WA 98001 Email: sgebreeyesus@auburnwa.gov RE: City of Auburn (Water System ID 03350V) 2024 Water System Plan Comment Letter (DOH Submittal # 24-0809) Dear Senait Gebreeyesus: Thank you for the opportunity to review the City of Auburn Water System Plan (WSP), dated August 2024, and received on August 26, 2024. Consistent with the Memorandum of Understanding between the Department of Health (DOH) and Department of Ecology (Ecology), regarding joint review and approval of WSPs, this letter is being sent to your office with Ecology’s comments. Specific elements of the WSP review included the Water Rights Self- Assessment as well as additional water rights documentation, including Ecology’s water right files and previous City of Auburn WSPs and project reports, as applicable. Ecology identified two issues during review of the WSP and supplemental documentation. The two issues identified are listed below and discussed in the Advisory Comments. Please address the following items prior to finalizing the WSP. 1. Reliance on a non-municipal supply water right, and 2. Reliance on a Water Right Claim Advisory Comments Reliance on a Non-Municipal Supply Water Right City of Auburn relies on water right certificate G1-25173C for a small part of its capacity and future demand. Please be advised that under Ecology’s interpretation of the municipal water code (Ecology Policy 2030), water rights issued to non-municipal water systems do not automatically become municipal supply water rights when a municipal water supplier City of Auburn (Water System ID 03350V) 2024 Water System Plan Comment Letter October 18, 2024 Page 2 of 4 incorporates a smaller system. G1-25173C was issued for a small domestic water system to serve up to 13 homes and at present serves 12 connections. The water system remains a standalone non-municipal water system, and its water right is limited to the quantities perfected for the purpose and place of use for which it was issued, which may not equal the 20 gpm and 6.5 ac-ft/yr for which the certificate was issued. For G1-25137C to be recognized as a municipal supply water right, Auburn first needs to transfer the right through a change application, requesting a change in purpose of use from “group domestic supply” to “municipal” (and any other changes that may be needed). During investigation of the change, Ecology will perform a tentative determination of extent and validity of the water right to determine the rate and quantity that may be transferred. This could potentially be the rate and quantity that have been put to beneficial use (RCW 90.03.380). Reliance on Water Right Claim City of Auburn partially relies on claim S1-049354CL (625 gpm and 1,010 ac-ft/yr) for current source capacity as well as future demand. Please be advised that a claim is not necessarily a water right, but is an assertion that a water right was created pre-code (1917 for surface water and 1945 for groundwater). Ecology does not have authority to validate claims. A validation of your claim can only be done during a general adjudication conducted in superior court, pursuant to RCW 90.03.110-245. In the event of a general adjudication, the accounting of actual water rights will be performed. Ecology recommends that, for your own knowledge and planning, City of Auburn perform a thorough analysis of the claim, the date of first putting water to beneficial use, system infrastructure modifications, and beneficial use through time. General Information Water Right Summary In preparing this comment letter, Ecology reviewed specific elements of City of Auburn’s WSP, including the Water Right Self-Assessment (Appendix I), as well as additional water rights documentation. Please see Table 1 below for a comprehensive list of City of Auburn water rights and their respective relationships and limitations as understood by Ecology. Please note that the water rights summarized here AGREE with the City of Auburn Water Right Self-Assessment (Appendix I), in Section 3.4.1 and table 3-18 of the WSP, dated August 2024. City of Auburn (Water System ID 03350V) 2024 Water System Plan Comment Letter October 18, 2024 Page 3 of 4 Table 1. Existing Water Rights (City Auburn, WA; DOH Project #24-0809) Water Right Priority Date Source Name Instantaneous Rate (gpm) Annual Quantity (ac-ft/yr) Additive Non- Additive Additive Non- Additive S1-*01304C (SWC857) 4/22/1925 Coal Creek Springs 6,732.45 (15 cfs) 9,410 G1-*04731C (GWC3560) 11/12/1957 Well 1, 6, & 7 2,200 1,120 G1-00277C 5/11/1995 Well 1, 6, & 7 2,400 1,360 2,480 G1-23629C 7/8/1980 Well 3A, 3B, 6, & 7 2,800 3,600 G1-20391C 12/29/1972 Well 4, 6, & 7 2,800 3,600 G1-23633C 6/23/1980 Well 5, 5A, 5B, & 5C 1,000 720 G1-25518 10/10/1989 Well 5A 167 0 187 G1-22769C 12/10/1976 Algona Well 500 175 G1-25173C1 1/14/1988 Braunwood Well 20 6.5 S1-049354CL2 West Hill Springs 625 1,010 TOTALS: 19,244.45 21,001.5 gpm = Gallons per Minute; cfs = Cubic Feet per Second; ac-ft/yr = Acre-feet per Year The total instantaneous rate and annual quantity under all rights listed in Table 1 are limited to 19,244 gpm and 21,001.5 ac-ft/yr, respectively. When rounded these quantities agree with the quantities reported in the 2024 WSP and WRSA. However, the actual quantities available under a non-municipal supply water (G1-25173C) and a claim to a vested right (S1-049354CL) may not be available to the full quantities as described in Table 1 (see discussion on pages 1 and 2). Future Demand The City of Auburn WSP presents use and production data between 2015 and 2022. The WSP estimates the Average Daily Demand (ADD) per Equivalent Residential Unit (ERU) based on the consumption of water used by Single-Family Residential (SFR) connections. The ADD value for 1 G1-25173C is a non-municipal water right issued to serve a 13-connection water system. 2 S1-049354CL is a claim filed under RCW 90.14.061 whose quantities can only be validated through a general adjudication (RCW 90.14.081). City of Auburn (Water System ID 03350V) 2024 Water System Plan Comment Letter October 18, 2024 Page 4 of 4 future planning is reported as 183 gpd/ERU which is based on the 75th percentile of the distribution of use per SFR for the period of 2015 to 2022. The number of ERUs is presented as 33,881 for 2022, which includes SFR as well as Multi-Family Residential, Commercial, Industrial, Schools, Municipal, and Wholesale connections. Water consumption per the WRSA (Appendix I) at ten years (16,850 gpm; 15,642 ac-ft/yr) and twenty years (18,660 gpm; 16,964 ac-ft/yr) are within the quantities within the water rights portfolio (Table 1). Based on the information provided in the WRSA (Appendix I), and in WSP, dated August 2024, capacity DOES NOT appear to be an issue. Service Area RCW 90.03.386(2) requires that water systems be in compliance with the terms of their WSP and that any alteration of the place of use not be inconsistent with any comprehensive plans or development regulations. An evaluation of any such change should be undertaken if a future expansion of the City of Auburn service area is planned. Please contact me with any questions you may have at (425) 577-0173 or Doug.Wood@ecy.wa.gov. Sincerely, Douglas H. Wood, M.Sc., LHG Hydrogeologist and Permitting Specialist Water Resources Program Northwest Region Office ecc: Krista Chavez, PE, Department of Health APPENDIX D City Council Study Session Muni Services SFA CITY OF * April 10, 2023 - 5:30 PM 67 Ull 11 - ' ' ' City Hall Council Chambers AGENDA WASHINGTON Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER II. PUBLIC PARTICIPATION A. Public Participation The City Council Meeting was held in person and virtually. B. Roll Call Councilmembers present: Deputy Mayor James Jeyaraj, Bob Baggett, Kate Baldwin, Larry Brown, Cheryl Rakes, and Yolanda Trout-Manuel. Councilmember Robyn Mulenga was excused. Department directors and staff members present include: Senior City Staff Attorney Harry Boesche,Assistant Chief of Police Samuel Betz, Director of Innovation and Technology David Travis, Director of Finance Jamie Thomas, Director of Community Development Jeff Tate, Assistant Director of Engineering Services Jacob Sweeting, Senior Traffic Engineer James Webb,Assistant Traffic Engineer Kenneth Clark, Senior Transportation Planner Cecile Malik, Economic Development Coordinator Abid Rahmani, Utility Engineering Manager Ryan Vondrak, Senior Planner Josh Steiner, Sewer Utility Engineer Robert Elwell, Water Utility Engineer Senait Gebreeyesus, Storm Drainage Engineer Tim Carlaw, Business Systems Analyst Chrissy Malave, and Deputy City Clerk Hannah Scholl. III. AGENDA MODIFICATIONS There were no modifications to the agenda. IV. ANNOUNCEMENTS, REPORTS,AND PRESENTATIONS A. Auburn Valley Humane Society General Shelter Update (Thomas) (15 Minutes) Director Thomas introduced Phil Morgan, President of the Auburn Valley Humane Society(AVHS),who provided Council with an overview of the history of AVHS, the AVHS Thrift Store, and the merge with NW Spay& Page 1 of 4 Neuter Center, statistics over the last 10 years, special programs, fundraising events, pet licensing, services offered, and proposed fee increases. Council discussed public stray intake statistics, number of Veterinarians and their compensation, breed restrictions, volunteer services, after hour emergency care, and revenue increases. Council thanked Phil for all his hard work over the years. V. AGENDA ITEMS FOR COUNCIL DISCUSSION A. Ordinance No. 6900 (Thomas)(20 Minutes) An Ordinance amending Ordinance No. 6879,the 2023-2024 Biennial Operating Budget Ordinance, and Ordinance No. 6888, the 2023-2024 Biennial Capital Budget, authorizing amendment to the City of Auburn 2023-2024 Budget as set forth in Schedule "A" and Schedule "B" Director Thomas provided Council with an overview of the 2023 Budget Amendment No. 1 including types of adjustments, summary of changes for the General Fund, General Fund impact,APRA projects budget, summary of changes for all other remaining funds; Hotel/Motel Tax, Parks Construction Fund, Mitigation Fee Fund,and the Capital Improvement Fund. Council discussed the ARPA Funds, and the Broken Window Program. Councilmember Baldwin requested to explore and discuss what it would look like to potentially add the Broken Window Repair Assistance Program as a line item in the Budget with an earmark of$100,000.00. Consensus was asked for and received. B. Resolution No. 5701 (Thomas) (15 Minutes) A Resolution reviewing a schedule of prices for services provided by the Auburn Valley Humane Society to ensure competitive service prices Director Thomas provided Council with an overview of Resolution No. 5701. Council discussed the proposed fees. C. 2024 Comprehensive Plan Update (Tate)(60 Minutes) A presentation by City staff as an introduction to the Periodic Comprehensive Plan update due in 2024, including anticipated program milestones Planner Steiner provided Council with an overview of the 2024 Comprehensive Plan Framework and updates including the Community Development Elements, the purpose and scope, planning policies, state and regional requirements, and policy updates. Council discussed the Planned Unit Development(PUD)requirements,the Page 2 of 4 Business Improvement Area(B IA)and Downtown Auburn Cooperative DAC), demographics, historic preservation element, and the climate change element. Coordinator Abid Rahmani provided Council with an overview of the Economic Development Element including the goals and objectives, challenges, policies and actions. Council discussed unoccupied commercial spaces and policies. Assistant Director Sweeting and Planner Malik provided Council with the Capital Facilities Element including the 2023-2028 Capital Facilities Plan, anticipated policy and framework. They also discussed the Transportation Element including the role within the Comprehensive Plan, required components, new approaches, and policy. Manager Vondrak and Engineers Elwell, Carlaw, and Gebreeyesus provided Council with an overview of the Public Works Utilities Elements including general and private utilities, water, sanitary sewer, and storm drainage, considerations and policies. Council discussed capacity planning, clean water, recycling, and illegal dumping. Director Faber provided Council with an overview of the Parks, Recreation, and Open Space Element including anticipated policy and framework, and the timeline. Council discussed number of park spaces and acres, and the Auburn Arts and Culture Center opening timeframe. D. Transportation Advisory Board 2022 Annual Report(Gaub) (10 Minutes) Planner Malik introduced Peter Di Turi, Board Chair of the Transportation Advisory Board (TAB),they provided Council with an overview of the TAB 2022 Annual Report including roles of staff and Board members,focus areas, and the 2023 workplan. Council discussed the Sounder Train Schedule, and Light Rail opportunities for Auburn. E. 2022 State of Our Streets (SOS) Report(Gaub) (20 Minutes) Engineers Webb and Clark provided Council with an overview of the 2022 State of Our Streets including definitions, Pavement Condition Index, Summary of the 2022 Street Conditions, Local Street Program Fund, Arterial/Collector Program Fund, projects completed in 2022,future projects, and next steps. Council discussed current and future projects. Page 3 of 4 VI. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 8:46 p.m. APPROVED this 1st day of May, 2023. fi JAM S J7. TY MAYOR Hanna Scholl, De': , City Clerk Agendas and minutes are available to the public at the City Clerk's Office, on the City website http://www.aubumwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 4 of 4 AGENDA BILL APPROVAL FORM Agenda Subject: 2024 Comprehensive Plan Update (Tate) (60 Minutes) Date: April 4, 2023 Department: Community Development Attachments: • 2024 Comprehensive Plan City Council Study Session Presentation Budget Impact: Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Background for Motion: Background Summary: The Growth Management Act requires that each city and county in Washington state conduct a periodic update of its comprehensive plan and development regulations per, RCW 36.70A.130 every eight (8) years. The City’s previous plan was substantially revised in December 2015, and Community Development is beginning the process of leading the periodic Comprehensive Plan update, which is currently due in December 2024. The City’s Comprehensive Plan must be consistent with recently adopted regional documents such as Puget Sound Regional Council Vision 2050, King County Urban Growth Capacity Report, King and Pierce County Countywide Planning Policies. In addition, the Plan must address any state, regional, and county requirements adopted since the previous periodic plan that has not yet been addressed during the yearly annual comprehensive plan amendment process. This includes a requirement that the city provide adequate land use capacity and the supporting infrastructure to accommodate household and employment growth targets contained in the Countywide Planning Policies. The Comprehensive Plan is a citywide effort involving coordination and information sharing across all departments and divisions updating the Comprehensive Plan Element chapters. The final Comprehensive Plan document package is required to demonstrate that policies, analysis, and text are consistent with one another, and will be verified by the authorities responsible for certifying the comprehensive plan, including Puget Sound Regional Council, Department of Commerce, and King County. Staff tasked with updating their respective Comprehensive Plan Element chapters are providing an overview of anticipated updates and project timelines. Reviewed by Council Committees: Councilmember:Brown Staff:Tate Item Number: Page 48 of 110 Meeting Date:April 10, 2023 Page 49 of 110 AUBURN VALUES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION CITY DEPARTMENTS 2024 COMPREHENSIVE PLAN FRAMEWORK AND UPDATES JOSH STEINER, AICP, SENIOR PLANNER CITY COUNCIL STUDY SESSION APRIL 10, 2023 Department of Community Development Planning Building Development Engineering Permit Center Economic Development Community Services ●Code Enforcement Page 50 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Purpose and Scope of Comprehensive Plan &Amendments Each city and county in Washington state is required to conduct a periodic update of its comprehensive plan and development regulations per RCW 36.70A.130 (The Growth Management Act, or GMA) Auburn first adopted a growth management compliant Comprehensive Plan in 1995 in response to the Washington State Growth Management Act (GMA) requirements, as amended each year since. City Council adopted a substantially revised Comprehensive Plan in Dec. 2015 by Ordinance #6584. The Comprehensive Plan has been amended annually each year since. SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 51 of 110 The Comprehensive Plan must be consistent with: Puget Sound Regional Council (PSRC) Vision 2050 Urban Growth Capacity Report (King & Pierce) Countywide Planning Policies (CPP) (King & Pierce) Changes in state laws over the intervening time (Commerce/GMA) Respond to changing conditions within the local community. GMA, PSRC, and CPP Requirements drive comprehensive plan update process. Coordination with departments on Element and referenced plan updates Coordination with Auburn Downtown Plan and HAPI Project 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Purpose and Scope of Comprehensive Plan &Amendments Source: King County GMPC SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 52 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Purpose and Scope of Comprehensive Plan &Amendments Source: King County GMPC GMA establishes the primacy of the comprehensive plan Centerpiece of local planning and articulates goals, objectives, policies, actions, and standards that are intended to guide day-to-day decisions by elected officials and local government staff GMA places strong emphasis on implementation Current review cycle is 8 years, with Auburn’s next update due in December 2024 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 53 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Purpose and Scope of Comprehensive Plan &Amendments Vision 2050 Multicounty Planning Policy Document created by Puget Sound Regional Council (PSRC) which covers King, Pierce, Snohomish, and Kitsap Counties Vision 2050 was adopted in October 2020 and builds from Vision 2040 Local jurisdictions prepare plans that must be consistent with multicounty and countywide policies PSRC certifies countywide planning policies and local plans –important for grant funding Vision 2050 notes that region is projected to grow by about 1.6 million people and 1.1 million jobs by 2050. Auburn’s share of growth is found in Countywide Planning Policies SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 54 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Purpose and Scope of Comprehensive Plan &Amendments Countywide Planning Policies Guidance for the comprehensive plans Urban growth area boundary and criteria for revising growth boundary Housing unit and employment growth targets (2019-2044) Policies for issues of countywide nature Covers Environment, Development Patterns, Transportation, Economy, Public Facilities Updated to align with Vision 2050 and Regional Centers Framework, GMA changes, and Urban Growth Capacity Study (Buildable Lands Report) KC CPP Identifies 2019-2044 housing targets (12,000 net new residential units, 19,520 net new jobs) PC CPP (draft, 2022) identifies 2020-2044 housing targets (96 net new residential units, and 0 net new jobs) SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 55 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE State and Regional Requirements Updates The City is moving forward with comprehensive plan update process while additional information/requirements are expected from the state, PSRC, and Counties. Housing Affordability Targets State to provide methodology for determining the number of units needed for extremely low, very low-, low-, and moderate-income households. Future zoning will need to demonstrate capacity to meet these targets. (Spring 2023) Racially Disparate Impacts Analysis Examination of racially disparate impacts, displacement and exclusion risk in housing policies and regulations. Analysis of future zoning changes. (February 2023) Middle Housing Legislation Multiple bills are currently being considered that allow for middle housing in all existing residential zones, address minimum parking standards, SEPA regulations, and design review. (Spring/Summer 2023 with potential later implementation date) Transit-Oriented Development Legislation Bill that would require cities to provide additional density near High Capacity Transit stops and reduce parking requirements in those areas SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 56 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Purposed and Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan Elements Core Plan (Community Development) Land Use (Community Development) Housing (Community Development) Historic Preservation (Community Development) Climate Change –NEW (Community Development) Economic Development (Community Development) Capital Facilities (Public Works) Transportation (Public Works) Utilities (Public Works) Parks and Recreation (Parks) SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Citywide effort involving all departments coordinating together to create a cohesive, consistent, and forward-thinking Plan covering range of subject areas Page 57 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Community Development Core Plan Overview of role within Comprehensive Plan Stand-alone document Provides an overview of information contained in Elements Serves as a high-level, consolidated document for variety of readers Anticipated Policy and Framework Updates for 2024 Content to be updated after Elements are approved Updates will cover population, demographics, employment and other resident characteristics from previous Core Plan New information will be considered for inclusion SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 58 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Community Development Land Use Element Overview of role within Comprehensive Plan Location and boundaries for each land use designation and associated written policies Updates to implementing zoning districts Provides capacity for accommodating 2044 household and employment targets Relationship to Transportation facilities is important Anticipated Policy and Framework Updates for 2024 Middle Housing accommodations and findings from Housing Action Plan Implementation Project Downtown land use updates per Auburn Downtown Plan Update Other Considerations (if needed) Related Development Regulations will also need to be adopted by December 2024 Flexibility to accommodate State, Regional, and County requirements Outcome of 2023 State Legislative Session SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 59 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Community Development Housing Element Overview of role within Comprehensive Plan Provides goals, policies, actions, and information on housing trends Incorporates analysis from Housing Needs and Characteristics Report SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 60 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Community Development Housing Element Anticipated Policy and Framework Updates for 2024 Incorporation of Middle Housing Types and Strategies Housing Action Plan Implementation Project Findings Housing Affordability Analysis and Capacity Updates to comply with PSRC and Commerce requirements Other Considerations (if needed) Housing Action Plan and Implementation Projects provides recommendations for policy updates Required analysis by King County and Commerce SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 61 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Community Development Historic Preservation Element Overview of role within Comprehensive Plan Planning approach to maintain, preserve, and enhance City’s historic, cultural, and archaeological resources to provide a sense of local identify and history to the visitors and residents of the community. Anticipated Policy and Framework Updates for 2024 Minimal, To Be Determined SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 62 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan Element –Community Development Climate Change Element Overview of role within Comprehensive Plan New Element of the Comprehensive Plan Incorporates current goals and policies related to climate, sustainability New and revised goals, policies, and actions to plan for climate change over next 20 years Anticipated Policy and Framework Updates for 2024 Consultant assistance to deliver Element framework, Implementation Plan, Best Practices, and assessment of Mitigation and Resilience strategies Other Considerations (if needed) Coordination among city departments, planning commission, and city council will be key SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 63 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Auburn Comprehensive Plan Element –Community Development Economic Development Element Identify Who and What We Want To Be Proactive Economic Prosperity Positive Civic Image Preferred Place for Investment Goals and Objectives for the Economic Development Element Diverse Economic Portfolio Recruitment Retention Limited Commercial Land for Future Development Sales Tax Revenue Anticipated Scope of Comprehensive Plan &Amendments SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 64 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Auburn Comprehensive Plan Element –Community Development Economic Development Element Identify Our Current Challenges Missing or Under-Represented Sectors Unoccupied Commercial Spaces Identify Policies and Actions to Achieve Our Vision, Goals & Objectives Choosing the Best Programs and Investments Laying the Foundation for Future Regulations Solidify Our High Priority Partnerships Anticipated Policy and Framework Updates for 2024 Review Existing Policies and Update to Reflect Goals & Objectives Anticipated Scope of Comprehensive Plan &Amendments Page 65 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Auburn Comprehensive Plan –Community Development Any Questions? Anticipated Scope of Comprehensive Plan &Amendments Page 66 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Public Works Capital Facilities Element Overview of role within Comprehensive Plan Capital Facilities Plan (current 2023-2028) to support the future growth to meet the needs of the community GMA and Concurrency Requirements Element focus on facility inventory and investment Includes City Utilities, Communications and Data Infrastructure, Transportation, Airport, Parks & Recreation, Public Buildings and Facilities, School Districts and VRFA Anticipated Policy and Framework Updates for 2024 General Review of Existing Policies City Utility Related Policies to be moved to Utilities Elements SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 67 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Public Works Transportation Element Overview of role within Comprehensive Plan GMA requires transportation planning to be directly tied to the City’s land use decisions and fiscal planning Required Components: Inventory of existing transportation system Identify level-of-service (LOS) standards for evaluating system performance; Determine existing deficiencies of the system Identify projects and other actions to address deficiencies Estimate future travel demand and system needs Identify projects and actions to address future system needs Include a multiyear financing plan based on the identified needs = CFP/TIP Address intergovernmental coordination Include transportation demand management strategies NEW APPROACHES: Multi-modal level of service Target Zero and Safe Systems Approach Council Policy Review Beginning in May 22nd Page 68 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Public Works: Capital Facilities and Transportation Any Questions? SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 69 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Public Works Utilities Element –General and Private Utilities Update Overview of role within Comprehensive Plan To support future growth and provide infrastructure that meets the needs of the community Element Encompasses: 1.City Utilities 2.Private Utilities and Communications 3.Other Water/Sewer Purveyors 4.Solid Waste Anticipated Policy and Framework Updates for 2024 Incorporate any regulatory changes since the previous update SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 70 of 110 Auburn Comprehensive Plan –Public Works Utilities Element –Water Overview of role within Comprehensive Plan Water System Plan component of Comprehensive Plan Format updated to follow Department of Health (DOH) Guidebook and DOH Design Manual Anticipated Policy and Framework Updates for 2024 Policies updated to address evolving water regulations Policies formatted to fit City established guidelines Council Policy Review Beginning June 26th 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 71 of 110 Auburn Comprehensive Plan –Public Works Utilities Element –Water Continued Other Considerations System Analysis Updating and Calibrating Hydraulic Model Develop Supply Strategy for Future Needs Creating 10-yr and 20-yr Planning Periods Updating Wellhead Protection, Water Use Efficiency, and Water Shortage Plans Water Comprehensive Plan Requires Approvals from King and Pierce Counties Water Comprehensive Plan Requires DOH Approval 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Anticipated Scope of Comprehensive Plan &Amendments Page 72 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Public Works Utilities Element –Sanitary Sewer Overview of role within Comprehensive Plan Sewer Comprehensive Plan component of Comprehensive Plan Anticipated Policy and Framework Updates for 2024 General policy review and updates Policies formatted to fit City established guidelines SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 73 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Public Works Utilities Element –Sanitary Sewer Continued Other Considerations Updating and Calibrating Hydraulic Model Develop Strategy for Future Capacity Needs Creating 6-yr and 20-yr Planning Periods Develop Strategy for Future Expansion Operating and Maintenance Needs Sewer Comprehensive Plan Requires Approvals from King County Sewer Comprehensive Plan Requires Ecology Approval Council Policy Review Beginning May 22nd SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 74 of 110 Auburn Comprehensive Plan –Public Works Utilities Element –Storm Drainage Overview of role within Comprehensive Plan Storm Drainage Comprehensive Plan component of Comprehensive Plan Anticipated Policy and Framework Updates for 2024 Policies updated to reflect evolving National Pollutant Discharge Elimination System (NPDES) requirements Policies formatted to fit City established guidelines 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 75 of 110 Auburn Comprehensive Plan –Public Works Utilities Element –Storm Drainage Continued Other Considerations Updating and Calibrating Hydraulic Model Develop Strategy for Future Capacity Needs Incorporate Stormwater Management Action Plan (SMAP) Creating 6-yr and 20-yr Planning Periods Develop Strategy for Future NPDES Compliance Requirements Operating and Maintenance Needs Council Policy Review Beginning June 26th 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 76 of 110 Auburn Comprehensive Plan –Public Works: Utilities Any Questions? 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 77 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Parks, Arts, and Recreation Parks, Recreation, and Open Space Element Anticipated Policy and Framework Updates for 2024 Updating parks-needs calculations from acreage/resident to wants/needs Updating Park Impact Fees and land dedication in-lieu-of calculations Identifying bigger picture, park specific, projects Element Update Timeline Park Board in April/May 2023 City Council in late Spring / early summer 2023 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 78 of 110 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE Anticipated Scope of Comprehensive Plan &Amendments Auburn Comprehensive Plan –Parks, Arts, and Recreation Any Questions? SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 79 of 110 Proposed Schedule/Next Steps (tentative): City Council Study Session –Comp Plan Framework Overview (April 10) Public Outreach –Late April Open House (In-Person and Virtual); Continuing outreach efforts through Summer 2023 Planning Commission and City Council Element Updates and Presentations from Departments (Individual), May-September 2023/Early 2024 Planning Commission Element Presentations –Fall 2023 Adoption process (PC and CC) –Q1/Q2 2024 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 80 of 110 Any Questions? 2024 PERIODIC COMPREHENSIVE PLAN FRAMEWORK AND UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATIONPage 81 of 110 City Council Study Session Finance, Technology and Economic Development Special Focus Area July 10, 2023 - 5:30 PM City Hall Council Chambers MINUTES Watch the meeting LIVE! Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I.CALL TO ORDER II.PUBLIC PARTICIPATION A.Public Participation The City Council Meeting was held in person and virtually. B.Roll Call Councilmembers present: Deputy Mayor James Jeyaraj, Kate Baldwin, Larry Brown, Robyn Mulenga, Cheryl Rakes, and Councilmember Yolonda Trout-Manuel. Councilmember Bob Baggett attended the meeting virtually. Department directors and staff members present included: City Attorney Kendra Comeau, Chief of Police Mark Caillier, Director of Public Works Ingrid Gaub, Director of Equity and Inclusion Brenda Goodson-Moore, Director of Innovation and Technology David Travis, Director of Human Resources Jamie Thomas, Financial Planning Manager Frank Downard, Neighborhood Programs Coordinator Chris Lovings, Utility Engineering Manager Ryan Vondrak, Water Engineer Senait Gebreeyesus, Diversity, Equity, and Inclusion Analyst Kia McGlone, Economic Development Manager Jenn Francis, Business Systems Analyst Jonathan Barbano, and City Clerk Shawn Campbell. III.AGENDA MODIFICATIONS Ordinance No. 6912 and Inclusive Auburn Coalition presentation were moved to presentations. IV.ANNOUNCEMENTS, REPORTS, AND PRESENTATIONS A.Ordinance No. 6912 (Thomas) (10 Minutes) Manager Downard and Vice President, Angie Sanchez, with FCS Group provided Council with an overview of the Wholesale Water Rate Update including background, customers, methodology, the continual service rates, and standby charges. Page 1 of 4 Council discussed continuous water costs and water demands in regards to Tacoma Water. B.Inclusive Auburn Coalition Presentation (Goodson-Moore) (20 Minutes) Director Goodson-Moore and Analyst McGlone provided Council with an overview of the Office of Equity. She explained they are working on normalizing racial equity in the City and explained what normalizing racial equity means. Diversity, Equity, Inclusion, and Justice (DEIJ) Consultant, Sapna Sopori, with Sapna Strategies provided Council with the plan for the Coalition. She reviewed the purpose of creating the Coalition, shared the job description for the Auburn Coalition membership, reviewed the groups that will be apart of the Coalition, the dispositions and skills to be a Coalition member, and reviewed the nomination process. Scott Miller reviewed what the goal for the Coalition is. Council discussed makeup of the Coalition, the meeting locations, creating a toolbox, the work from the previous consultant, and frequency of updates to Council. V.AGENDA ITEMS FOR COUNCIL DISCUSSION A.Ordinance No. 6911 (Thomas) (20 Minutes) An Ordinance amending Ordinance No. 6879, the 2023-2024 Biennial Operating Budget Ordinance, and Ordinance No. 6888, the 2023-2024 Biennial Capital Budget, authorizing amendment to the City of Auburn 2023-2024 Budget as set forth in schedule “A” and schedule “B” Director Thomas provided Council with an overview of Ordinance No. 6911 regarding the second Budget Amendment including the adjustment of the beginning fund Balances, new requests, addition of grant funds, and adjustments to Capital Projects. Council discussed the closure of the BIA fund. B.2023 National Night Out Presentation (Tate) (15 Minutes) An update on Auburn’s 2023 National Night Out event Neighborhood Coordinator Lovings provided Council with the 2023 National Night Out Presentation. He reviewed the Neighborhood Programs, provided a recap of the National Night Out event from 2022, and discussed the plan for the 2023 National Night Out. Council discussed getting neighborhoods involved, and appreciation of the inclusive nature of the event. C.Water System Comprehensive Plan Update - Policy Review (Gaub) (30 Minutes) Page 2 of 4 Manager Vondrak and Engineer Gebreeyesus provided Council with an overview of the Water System Comprehensive plan update, they reviewed the goals and polices of the update, an introduction into the water system including removal, addition and modification of polices in regarding business practices, service area goal, operation and maintenance goals, financial goals, planning, environmental stewardship, and design and construction goals. Council discussed the reduction goals. VI.FINANCE, TECHNOLOGY AND ECONOMIC DEVELOPMENT DISCUSSION ITEMS A.Economic Development Update – 2nd Quarter 2023 (Tate) (15 Minutes) An update on Economic Development Division activity Councilmember Baldwin Chaired this section of the meeting. Manager Francis provided Council with an overview of the Economic Development Second Quarter update. She reviewed the Downtown Auburn Cooperative and the BIA update including the partnership projects, downtown engagement, murals in the downtown, downtown business ribbon cutting, the Outlet Collection Marketing Campaign, the Pacific Raceway Marketing Campaign, Pacific Raceways NHRA FanFest 2023, Business Connect Events, the Economic Development element of the Comprehensive Plan, business outreach meetings, tourism, Good Neighbor Agreement, National Night Out, Request for Proposals for Web Location Intelligence Application, and plans for the next update. Council discussed the SHAG allowance for tenant improvements, the advertising signs and return on investment, the Explore Auburn website, the Muckleshoot Tribal Hotel, the Muckleshoot Canoe Journey event, and partnership opportunities with the Muckleshoot Tribe. Deputy Mayor announced that the Ad Hoc Committee for the Council Rules of Procedure has been formed and consists of himself, Councilmember Brown, and Councilmember Rakes. Councilmember Rakes will Chair the Committee and their first meeting is July 11, 2023. VII.ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:58 p.m. APPROVED this 17th day of July, 2023. ____________________________ ____________________________ JAMES JEYARAJ, DEPUTY MAYOR Shawn Campbell, City Clerk Page 3 of 4 Agendas and minutes are available to the public at the City Clerk's Office, on the City website (http://www.auburnwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 4 of 4 AGENDA BILL APPROVAL FORM Agenda Subject: Water System Comprehensive Plan Update - Policy Review (Gaub) (30 Minutes) Date: July 3, 2023 Department: Public Works Attachments: Presentation Draft 2024 Water System Policies & Criteria Budget Impact: Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: For discussion only. Background for Motion: Background Summary: The City is updating the Water System Comprehensive Plan (Plan) in coordination with the update of the City’s overall Comprehensive Plan. The purpose of the Plan is to guide the City with respect to future activities and improvements for the Storm Drainage Utility. The purpose of this discussion is to provide Council with the staff recommended policies to be incorporated into the Plan. The policies are the foundation of the Plan and outline how the water system should be operated and maintained and are grouped within goal statements that are headlined under the following categories: Business Practices Service Area Operations and Maintenance Financial Planning Environmental Stewardship Design and Construction Staff will review the recommended policies as provided in the attachment with specific focus on the additions, changes and removals from the previous Plan. Reviewed by Council Committees: Councilmember:Brown Staff:Gaub Meeting Date:July 10, 2023 Item Number: Page 43 of 156 Page 44 of 156 A U B U R N V A L U E S S E R V I C E E N V I R O N M E N T E C O N O M Y C H A R A C T E R S U S T A I N A B I L I T Y W E L L N E S S C E L E B R A T I O N ENGINEERING SERVICES WATER COMPREHENSIVE PLAN POLICY REVIEW RYAN VONDRAK, UTILITIES ENGINEERING MANAGER SENAIT GEBREEYESUS, WATER UTILITY ENGINEER CITY COUNCIL STUDY SESSION JULY 10, 2023 Public Works Department Engineering Services Airport Services Maintenance & Operations Services Page 45 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION COUNCIL SCHEDULE OVERVIEW SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION April 10, 2023 •City Comprehensive Plan Overview July 10, 2023 •General Water Policies Review & Discussion 2023 Date TBD •Draft Plan Discussion 2024 Date TBD •Final Draft Review & Discussion •Resolution for Adoption Page 46 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION GOALS – POLICIES ·Broad statements indicating a general aim or purpose to be achieved.Goals ·Topic-specific statement providing guidelines for current and future decision-making. ·Indicates a clear commitment of the local legislative body. Policies Page 47 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policies Format Goal Statements Policies Reflecting Goal Statements GOALS – POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 1. BUSINESS PRACTICES Goal 1.1:To employ recognized best business practices resulting in creating a sustainable, efficient, and cost-effective operation of the water utility. Policy 1.1.1 Elementof City ComprehensivePlan Incorporate the Water Comprehensive Plan as an Element of the City’s Comprehensive Plan. Policy 1.1.2 WaterServiceBy Others Water Service supplied by outside purveyors within Auburn City limits are required to obtain a franchise with the City and are required to conform to all federal, state, and local laws and regulations. [ACC 20.02.040 and 20.04] Page 48 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 4 Water Service Areas Academy, Lakeland Hills, Lea Hill & Valley Sources of Water: 7 active Wells, 2 Springs & 2 Interties ≈ 302 miles Water Main 15,047 Service Connections 10 Pump Stations 2 Treatment Facilities 8 Reservoirs INTRODUCTION SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Academy Pump Station Page 49 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 1.Business Practices 2.Service Area 3.Operations and Maintenance 4.Financial 5.Planning 6.Environmental Stewardship 7.Design and Construction WATER POLICY CATEGORIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 50 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Types of Updates (from Previously Adopted Plan) 1.Removed Policies 2.Simplified Policy Language 3.Modified Policies 4.New Policies WATER POLICY UPDATE SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 51 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy Update Criteria Compliance with other Regulations Increase Efficiency Enhance Sustainability Avoid Redundancy Remove Action Plan Minimize Circular References WATER POLICY UPDATE 14 3 25 31 26 Water System Plan - Policy Update Removed New Simplified Modified No Change Page 52 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 1: To employ recognized best business practices resulting in creating a sustainable, efficient, and cost-effective operation of the water utility. BUSINESS PRACTICES - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 1 8 7 1 Business Practices - Policy Updates Removed New Simplified Modified No Change Page 53 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 1.2 Water Service By Others Water Service supplied by outside purveyors within Auburn City limits are required to obtain a franchise with the City and are required to conform to all federal, state, and local laws and regulations. [ACC 20.02.040 and 20.04] Policy 1.3: Asset Improvements The City will develop and implement system improvements, infrastructure renewal (repair, rehabilitation, or replacement), and operations and maintenance programs for the water system according to asset management principles that address levels of service, address the triple bottom line (economic, social, and environmental benefits and costs), minimize asset life cycle costs, and incorporate risk management into decision-making. Policy 1.6: Condition Assessments of Assets The City will perform condition assessments of assets through development and implementation of an inspection schedule for all assets. BUSINESS PRACTICES – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 54 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 1.7: Design Life of Assets The City will assign industry standard design life for all assets. The actual physical assessment will be compared to the theoretical design life to determine the optimal economic life. The City will attempt to repair or replace system assets before they exceed their economic life. Policy 1.9: Addressing Water Quality Complaints The City will monitor the frequency, location, and details of all water quality complaints. At a minimum, the City will respond, research the cause of, and propose control methods once an issue is verified and documented. BUSINESS PRACTICES – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 55 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 1.11: Public Health Protection The City will conduct regular inspections of its water system and any non-public water supply systems connected to it, in collaboration with the Washington State Department of Health. To protect the municipally owned water supply from contamination, the City will establish and publish rules and regulations as needed. The City will take all necessary measures to enforce the regulations to prevent any risks to public health associated with water supply contamination. [ACC 13.12.080] Policy 1.15: Fire Hydrant Use Fire hydrant use is a permitted activity unless that use is conducted by authorized City or Fire Authority employees. [ACC 13.06.415 & 13.12.035] BUSINESS PRACTICES – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 56 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 1.1: Element of City Comprehensive Plan Incorporate the Water Comprehensive Plan as an Element of the City’s Comprehensive Plan. BUSINESS PRACTICES – NEW POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 57 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 2: Ensure sustainable provision of retail water services through the development and implementation of policies that define the duty to serve and conditions of service, while adhering to best management practices to meet the needs of the community. SERVICE AREA - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 1 2 5 2 Service Area - Policy Updates Removed New Simplified Modified No Change Page 58 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.3.7: Agency Coordination The City should coordinate closely with adjacent jurisdictions to determine applicable regulatory requirements, growth projections, and opportunities for joint projects. Agreements should be prepared between the pertinent parties on all joint projects. The City shall protect the municipal water supply from adverse impacts resulting from the activities of adjacent purveyors. SERVICE AREA – REMOVED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 59 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 2.4: Conditions of Service For areas within the Retail Water Service Area, the City will provide water service to new customers, conditioned on the agreement that any infrastructure improvements provided by the developer/development is in compliance with City water system standards. In addition, the City requires that residents within the City’s Potential Annexation Areas will receive water services from the City, to the extent practical. The City will work with existing water purveyors within the City limits and within the City’s Potential Annexation Areas in order to provide fair and equitable water service. New customers within the City’s Potential Annexation Areas are to sign an Annexation Agreement before a Water Availability Certificate is issued. SERVICE AREA – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 60 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 2.5: Satellite Systems Assistance The City recognizes there may be instances where satellite system water providers require assistance with providing water service. In these cases, the City may consider providing assistance on a case-by-case basis. The assistance could take a variety of forms, such as offering technical support and/or access to City infrastructure to help with the provision of water service. Ultimately, the decision to provide assistance will be based on the specific needs and circumstances of the water provider and will be made on a case-by-case basis after careful consideration. Policy 2.6: Satellite System Connecting to City Ser vice The City will not assume ownership of any satellite water system, unless it meets all current City standards. The responsibility and all costs to bring a satellite system up to City standards and any infrastructure necessary to connect the satellite system to the City’s water system network, shall be the system owner(s). [ACC 13.06.150] SERVICE AREA – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 61 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 2.8: Concurrency of Improvements for Service Provision of water service, including supply, in the City’s Retail Water Service Area is conditioned on concurrency with development and the necessary water facilities, including water right permit(s) and certificate(s), are available and adequate to serve the development at the time it is ready for occupancy and use, as required by the Water Comprehensive Plan. Water service may not always be immediately available for a new development. The property developer must provide the required water system facilities before the City can provide water service, if the facilities do not already exist, or are not under construction or under a binding development agreement. SERVICE AREA – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 62 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 3: Employ operations and maintenance best management practices, which includes a commitment to training and certification opportunities for its employees. OPERATIONS AND MAINTENANCE - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 1 5 1 1 Operations & Maintenance - Policy Updates Removed New Simplified Modified No Change Page 63 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.5: Pressure Reducing Valve Program To maximize system operational efficiency, conserve resources and provide consistent water service to customers of the water system, the City will adjust all water pressure reducing valves to the proper setting based on the frequency outlined in the operation and maintenance chapter of the Comprehensive Water Plan. OPERATIONS AND MAINTENANCE – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 64 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.7: ADU Metering Property owners with accessory dwelling units (ADUs) on a single-family property may choose to supply the ADU from a master meter serving both units or separate meter installed to serve the ADU at owner’s expense. Water usage of each ADU will be billed to the property owner based on readings from the master meter or individual meter serving the ADU, whichever is applicable. OPERATIONS AND MAINTENANCE – NEW POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 65 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 4: Manage the water utility in a professional manner in compliance with applicable laws, regulations, and City financial policies, which requires ongoing monitoring of revenues and expenses in order to make prudent business decisions and report to City officials, as needed, regarding the status of utility operations. FINANCIAL - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 4 1 53 6 Financial - Policy Updates Removed New Simplified Modified No Change Page 66 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.5.2: Water Use from Fire Hydrants All hydrant water sales shall be metered and require a hydrant meter use permit that authorizes the use of hydrants. Policy 3.5.7: Capital Facilities Plan (summary) Fund utilities through user fees and grants. Explore joint ventures for facility construction and coordination. Provide assistance and funding for beneficial developer-initiated improvements. Prioritize financial feasibility before constructing facilities. FINANCIAL – REMOVED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 67 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.5.8: Capital Project Enterprise fund working capital in excess of that needed for operations may be used for capital needs in order to conserve the debt capacity of those funds for major facility expansions to meet future needs. [BBP Policies – 6, (Page 41)] Policy 3.5.14: Water Rate Uniformity Water rates should be uniform for all water utility customers of the same class throughout the City. FINANCIAL – REMOVED POLICIES Page 68 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 4.7: Development Charge Cost Recovery The City shall continue to recognize the overall system impacts of new development upon the City water system through the collection and appropriate use of system development charges or similar fees. [ACC 13.41.020] Policy 4.9: Water Rate Levels Water rates will be set at a level sufficient to cover the on-going expenses of the water utility, including operations, maintenance, repair, replacement, and capital improvements, as well as the general business expenses. Additionally, rates shall account for the depreciation of assets to ensure that the utility has adequate funds to maintain its infrastructure and facilities. Furthermore, the rates shall enable the water utility to maintain sufficient reserves. FINANCIAL – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 69 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 4.11: Water Rate Equity The water-rate structure will allocate costs between the different customer classes. Rates will be established on a “Cost of Service” basis so that each customer class pays its prorated share of the total costs needed to operate and maintain the water utility. All projected future costs will be allocated to each customer class by using established criteria that reflect the benefit that each customer class receives from the service. A Cost of Service and Rate Study will be performed periodically to ensure ongoing equity between customer classes. FINANCIAL – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 70 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 4.3: Rates and Charges The City Council establishes rates and charges to be paid by a customer receiving water service from the City. As a condition of supplying a customer water service, the City reserves the right to temporarily discontinue service at any time without notice to the customer and the City will not be liable for damages for service interruptions or failure. [ACC 13.06.065] FINANCIAL – NEW POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 71 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 5: Employ best management practices related to water supply planning and capital facility planning activities, which includes conditions for service extensions, fire system responsibility, oversizing, and service pressures and flow. PLANNING - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 2 2 2 8 Planning - Policy Updates Removed New Simplified Modified No Change Page 72 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.6.1: Connections for Existing Wells (summary) Landowners must extend the municipal water system at their own cost when applying for water service. Owners near a water line must connect to the municipal system for new nonresidential construction. Private well owners must seek authorization to transfer water rights and decommission wells before connecting to the municipal system. Auburn water system applicants must agree not to install irrigation wells. Policy 3.6.6: Fire System Responsibility The City should provide and maintain water-system infrastructure to deliver adequate water for fire protection to retail customers served by the multi-source municipal water system. The multi-source water system, including water mains, storage facilities, hydrants, booster-pump stations, and related facilities, shall be designed to meet all applicable codes at the time of construction. The City should maintain, repair, or replace mains, lines, hydrants, and valves as necessary to keep the facilities in good working order. PLANNING – REMOVED POLICIES Page 73 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 5.1: Service Extension (summary) Water system extensions must meet City codes and standards. Upgrades are required for systems not meeting City standards. Water mains must be extended across the full width of the property for future extensions. Water system extensions for new developments should be built before or alongside development. Financing options like System Development Charges credits, Local Improvements Districts, and payback agreements may be utilized. Policy 5.5: Capital Facilities Plan The City is required by the Washington State Growth Management Act to adopt a Capital Facilities Plan. The plan will include capital projects and capital project programs for the water utility for a six-year period. Identified projects and programs will be financially constrained and broken-down into capacity and non-capacity projects and programs. The City will match revenue sources to capital projects based on sound fiscal policies. PLANNING – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 74 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 6: Employ best management practices related to water environmental stewardship and the Water utility’s dedication to develop and implement facilities and programs that will protect the environment, including water conservation, demand management and water shortage response. ENVIRONMENTAL STEWARDSHIP - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 2 1 5 6 Environmental Stewardship - Policy Updates Removed New Simplified Modified No Change Page 75 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.7.3: Natural Resources Promote conservation of energy, water, and other natural resources in the location and design of public facilities. [CFP Policy 3.1, (Page 13)] Policy 3.7.9: Mining Impacts The City shall consider impacts of mining on groundwater and surface water quality as well as possible changes in hydrology as a result of the mining during the environmental review process and require appropriate mitigating measures to prevent water quality degradation. [EN-50, (Page 9-11)] ENVIRONMENTAL STEWARDSHIP – REMOVED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 76 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 6.2: Water Shortage or Emergency Response In the event of a current or threatened water-supply shortage, the Mayor may declare a water shortage or emergency and issue water use restrictions or conservation measures as necessary and consistent with the Water Shortage Response plan. The Public Works Department is responsible for implementing these measures and making reasonable attempts to notify affected customers. [ACC 13.14] Policy 6.3: Water Quality Responsibility The City shall provide water to all water-system customers that meet all state and federal water quality standards. The City shall take the actions necessary to ensure that all water quality standards are met to the point of delivery (meter). The customer is responsible for maintaining water quality from the meter to the actual point of use. ENVIRONMENTAL STEWARDSHIP – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 77 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 6.4: Water Resource Protection The City shall maintain a Water Resource Protection Program that incorporates best management practices and adaptive management concepts, to protect the City’s groundwater supplies from degradation. The Comprehensive Water Plan shall provide for the evaluation of existing and potential future groundwater sources with regard to threats to the quantity and quality of such sources. The Plan shall ensure that strategies are established for the protection of groundwater sources that are used or likely to be used for public water supplies. Policy 6.6: Springs Protection Protection of the City’s Coal Creek Springs and West Hill Spring watersheds, wells, and other sources shall be a high priority in the designation of appropriate land uses in the vicinity of these areas and facilities. ENVIRONMENTAL STEWARDSHIP – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 78 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 6.8: Water Use Efficiency Goals The City will continue implementation of its existing Water Use Efficiency Program. The City will target a 1 percent reduction in equivalent residential unit value for each year until reaching a planning Equivalent Residential Unit (ERU) value of 172 gpd/ERU. A goal of the City is to reduce peaking factors that occur during the high usage periods to maximize existing water supply sources. City’s goal shall be in compliance and consistent with all applicable local, state, and federal laws and regulations within the Retail Water Service Area. ENVIRONMENTAL STEWARDSHIP – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 79 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Goal 7: Employ best management practices related to the design and construction of water facilities. DESIGN AND CONSTRUCTION - GOAL SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION 5 28 2 Design & Construction - Policy Updates Removed New Simplified Modified No Change Page 80 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.8.6: Fire Protection Services Services for fire protection are required to be installed with the proper backflow assemblies. It shall be mandatory for the installation to be made with an approved water flow alarm, as approved by the City and the chief of the Fire Authority, or their delegate, on each such service installation. [ACC 13.06.270] Policy 3.8.10: Fire Flow Duration The time or duration, for which a fire flow is to be provided, is based on the quantity of fire flow required: Required Fire Flow; Duration 2,000 gpm or less: 2 hours 2,001 to 3,000 gpm: 3 hours 3,001 to 4,000 gpm: 4 hours 4,001 to 5,000 gpm: 5 hours 5,001 to 6,000 gpm: 6 hours 6,001 to 7,000 gpm: 7 hours 7,001 to 8,000 gpm: 8 hours DESIGN AND CONSTRUCTION – REMOVED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 81 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.8.13: Construction Standards (summary) Projects must comply with standard plans and specifications from the Washington State Department of Transportation and County road standards. City will maintain services during construction and reconnect owner-maintained service pipes upon completion. Policy 3.8.14: Hydrants (summary) Dead-end mains supplying hydrants over 50 feet must be at least 8 inches in size. New hydrants in commercial, industrial, and multifamily residential areas must be supplied by at least 8-inch mains. Hydrants must meet specific standards for valve opening, hose nozzles, steamer port, and connections. Maximum distances between fire hydrants vary based on zone type. Hydrant spacing requires approval from the Fire Authority, typically at street intersections. Hydrant leads should be at least 6 inches in diameter, with leads over 50 feet being at least 8 inches in diameter. DESIGN AND CONSTRUCTION – REMOVED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 82 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 3.8.15: Dead-End Mains Provisions shall be made wherever appropriate in any project for looping all dead-end or temporarily dead-end mains. Construction plans must be approved by the appropriate water authority prior to the commencement of construction. Where it is not feasible at the time of approval and installation to loop a water system, the loop requirement may be relaxed if the intent of the code is met and a stub is provided on the main for future expansion. (Ordinance 3064 § 1, 1976) [ACC 13.16.090] DESIGN AND CONSTRUCTION – REMOVED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 83 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 7.1: Service Ownership / Responsibility The City shall own and maintain the service line between the main and the meter, the meter and setter, the meter box, and tail piece. The property owner shall own and maintain the service line from the tail piece to the point of service including pressure-reducing valves, pumps, or cross-connection assemblies beyond the meter. [ACC 13.06.027] For unmetered connections (fire sprinklers), City ownership ceases at the fitting on the water line. Where on-site fire hydrants are required, the City shall own the mains and hydrants located within established easements, unless the on-site mains and hydrants are located behind a master meter and designated as private. Policy 7.2: Source of Supply The City shall have sufficient system-wide supply facilities (including both permanent and emergency interties) to meet the Maximum Day Demand with the largest active water supply source out of service. Since power continuity is a concern, auxiliary power, such as an installed or portable generator of sufficient capacity to power the well or spring pumps should be provided. DESIGN AND CONSTRUCTION – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 84 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 7.3: Pump Stations A minimum of two pumps or a complete spare pump will be provided for each distribution system pump station to provide flexibility and system redundancy. Where multiple pumps are provided, the pumps will be sized so that the station can meet Maximum Day Demand flow conditions with the largest pump out-of-service. If the area is not served by gravity by a reservoir, booster pumps (along with any supply available) will be sized to provide peak hour demand and fire demand for the service area should the largest pump be out-of- service. Since power continuity is a concern, auxiliary power, such as an installed or portable generator of sufficient capacity to power the station with any single pump out of service should be provided. Policy 7.4: Storage Reservoirs Reservoir redundancy is not a requirement for service areas where the Maximum Day Demand and fire demand can be met by supply or pumping. DESIGN AND CONSTRUCTION – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 85 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 7.8: Fire-Flow Quantity The quantity of water available for firefighting establishes an important level of service for a water system. The fire flow requirements shall be based on the minimum City fire flow requirements specified in the current City of Auburn Engineering Design Standards. Additional fire flow may be required per the International Fire Code. Where the City determines higher fire flows are required than the minimums, the higher flow will be the criterion used to determine the required system improvements. Fire flows are to be provided during Maximum Day Demand at the pressure requirements discussed in the paragraphs on Distribution System. DESIGN AND CONSTRUCTION – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 86 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 7.9: Reservoir Sizing The City reservoir storage components shall be sized to meet WAC 246-290-235 and Department of Health recommendations and requirements. Policy 7.11: System Pressure The City of Auburn has established a criterion for minimum pressure within the water distribution system of 30 psi for all new facilities during Peak Hour Demand. The distribution system shall be capable of providing required fire flow under Maximum Day Demand conditions. During these conditions, a minimum pressure of 20 psi is allowed at any point within the distribution system when firefighting storage and equalizing storage are depleted (WAC 246-290-230 Distribution Systems). The maximum target pressure within the water distribution system is 80 psi. DESIGN AND CONSTRUCTION – MODIFIED POLICIES Page 87 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Policy 7.12: Elements of Required Storage The City storage reservoir volume requirements are comprised of three separate categories: Equalizing Storage (when necessary ), Fire Fighting Storage, and Emergency Storage. In addition, reservoirs may include a "dead storage" volume that is not useful because of the water system configuration. Auburn will provide sufficient storage volume so that each storage component is provided separately, recognizing that a fire could occur during an emergency (supply or pump station out-of-service). As a result, nesting of storage (using the same storage for both emergency and firefighting) is not acceptable and the City requires these volumes to be stacked. Evaluation of the required reservoir volume must be done by analyzing each reservoir independently to ensure that adequate storage is provided to meet the needs of customers within the reservoir service area. Storage within a zone of higher elevation can be used to meet the storage requirements of lower zones served by the reservoir. DESIGN AND CONSTRUCTION – MODIFIED POLICIES SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Page 88 of 156 SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION Any Questions? WATER POLICY REVIEW Page 89 of 156 CITY OF Special City Council Meeting A_--- .7.- ® B April 1, 2024 - 6:30 PM y. a $ ) City Hall Council Chambers 4, 0 WASHINGTON MINUTES I. CALL TO ORDER Mayor Nancy Backus called the meeting to order at 6:30 p.m. in the Council Chambers of Auburn City Hall, 25 West Main Street. II. LAND ACKNOWLEDGEMENT III. PUBLIC PARTICIPATION 1. Public Participation The City Council Meeting was held in person and virtually. A. Pledge of Allegiance Mayor Backus led those in attendance in the Pledge of Allegiance. IV. ROLL CALL Councilmembers present: Deputy Mayor Larry Brown, Hanan Amer, Kate Baldwin, Cheryl Rakes, Clinton Taylor, and Tracy Taylor. Councilmember Yolonda Trout-Manuel was excused. Mayor Nancy Backus and the following staff members present included: Chief of Police Mark Caillier, Director of Public Works Ingrid Gaub, Utilities Engineering Manager Ryan Vondrak, Business Systems Analyst Chrissy Malave, and City Clerk Shawn Campbell. V. DISCUSSION ITEMS A. Briefing -Utility Plans (Gaub) (30 Minutes) Manager Vondrak provided Council with a presentation on the 2024 Sewer, Storm, and Water Comprehensive Plans. He reviewed the updates to each Plan chapter by chapter, and reviewed the next steps for the 2024 Sewer, Storm, and Water Plans. Council discussed guidance from the County or State regarding weather events, and modeling of severe weather events. Page 1 of 2 VI. ADJOURNMENT There being no further business to come before the Council,the meeting was adjourned at 6:54 p.m. APPROVED this 15th day ofApril 2024. N NCY B MA OR Shawn Campbell, City Clerk Agendas and minutes vailable to the public at the City Clerk's Office, on the City website http://www.aubumwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 2 of 2 AGENDA BILL APPROVAL FORM Agenda Subject: Briefing - Utility Plans (Gaub) (30 Minutes) Date: March 21, 2024 Department: Public Works Attachments: Presentation Budget Impact: Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrativ e Recommendation: For discussion only. Background for Motion: Background Summary: The City is updating the individual Comprehensive Plan (Plans) for the Sanitary Sewer, Storm Drainage, and Water Utilities in coordination with the update of the City’s overall Comprehensive Plan. The purpose of this discussion is to provide Council with a general overview of each of the Plans, what they entail, and discuss next steps in the development of the Plans. Rev iewed by Council Committees: Councilmember:Tracy Taylor Staff:Ingrid Gaub Meeting Date:April 1, 2024 Item Number:DI.A Page 2 of 33 A U B U R N V A L U E S S E R V I C E E N V I R O N M E N T E C O N O M Y C H A R A C T E R S U S T A I N A B I L I T Y W E L L N E S S C E L E B R A T I ONENGINEERING SERVICES2024 SEWER, STORM, WATERCOMPREHENSIVE SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION2024SANITARYSEWERCOMPREHENSIVE PLANChapter2WastewaterSystem PoliciesPolicies:•ServiceArea•System Planning•OperationsandMaintenance• EnvironmentalStewardship•SystemPerformanceand Reliability•Fiscal ResponsibilityMay 22, SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS CELEBRATION2024STORMDRAINAGECOMPREHENSIVE PLANChapter3SystemGoals andPoliciesPolicies:•SystemPlanning• OperationsandMaintenance•Fiscal Responsibility•EnvironmentalandRegionalCoordinationJune 26, 2023•Storm Policies SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SUSTAINABILITY WELLNESS SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER SERVICE ENVIRONMENT ECONOMY CHARACTER Planning Commission Meeting July 2, 2024 - 6:30 PM City Hall Council Chambers AGE NDA I .PUB LIC PART ICIPAT IO N A .Public Participation Information The City of Auburn Planning Commission Meeting scheduled for Tuesday, July 2, 2024 at 6:30 p.m., will be held in-person and virtually. To attend the meeting virtually, please click one of the links below, or call into the meeting at one of the phone numbers below: Join Zoom Meeting https://us06web.zoom.us/j/7999102307 Meeting ID: 799 910 2307 One tap mobile 12532158782,,7999102307# US (Tacoma) 12532050468,,7999102307# US Dial by your location 1 253 215 8782 US (Tacoma) 1 253 205 0468 US 1 669 444 9171 US 1 719 359 4580 US 888 475 4499 US Toll-free 877 853 5257 US Toll-free Meeting ID: 799 910 2307 Find your local number: https://us06web.zoom.us/u/kbL sn6aJ 7H I I .CAL L TO ORD ER A .RO LL CAL L/E STAB LISHM ENT OF QUO RUM B .P LEDGE OF AL L EG IANC E I II .PUB LIC CO MM E NT Comment from the audience on any proposal for action by the Commission. If the comment is related to an action subsequently listed here as a public hearing, the comment should be provided at the time of the public hearing. I V.AP PRO VAL OF M INUT ES A .June 4, 2024 Minutes from the Planning Commission Meeting Page 1 of 348 V.INT RO DUC T ION A .Presentation Overview (Steiner) Brief overview of upcoming Element Presentations and Public Hearing schedule. VI .PUB LIC HE ARI NG S A .Capital Facilities Element (Steiner) Public Hearing for the public testimony and Planning Commission deliberation on the Capital Facilities Element VII .OT HE R BUS INE S S A .Utilities Element Presentation (Steiner) Staff Presentation of the proposed changes to the Utilities Element B .Water System Plan Presentation (Vondrak) Staff Presentation of the proposed changes to the Water System Plan VIII .COM M UNIT Y D EVELOP MENT RE PORT I X.AD JOURNM ENT The City of Auburn Planning Commission is a seven member advisory body that provides recommendations to the Auburn City Council on the preparation of and amendments to land use plans and related codes such as zoning. Planning Commissioners are appointed by the Mayor and confirmed by the City Council. Actions taken by the Planning Commission, other than approvals or amendments to the Planning Commission Rules of Procedure, are not final decisions; they are in the form of recommendations to the city council which must ultimately make the final decision. Page 2 of 348 AGENDA BILL APPROVAL FORM Agenda Subject: Water System Plan Presentation (Vondrak) Date: June 25, 2024 Department: Community Development Attachments: Attachment E - Water System Plan Presentation Attachment F - Draft Water Sys tem Plan Budget Impact: Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrativ e Recommendation: Background for Motion: Background Summary: Rev iewed by Council Committees: Councilmember:Staff:Vondrak Meeting Date:July 2, 2024 Item Number: Page 77 of 348 CITY OF WASHINGTON CALL TO ORDER City Council Study Session December 9, 2024 - 5:30 PM City Hall Council Chambers MINUTES Acting Deputy Mayor Yolanda Trout -Manuel called the meeting to order at 5:30 p.m. in the Council Chambers of Auburn City Hall, 25 West Main Street. 101:3111:0j;1_1AiI*]W-A1Is] ki The Study Session Meeting was held in person and virutally. ROLL CALL Councilmembers present: Hanan Amer, Kate Baldwin, Cheryl Rakes, Clinton Taylor, Tracy Taylor, and Yolonda Trout -Manuel. Deputy Mayor Larry Brown was excused. Mayor Nancy Backus and the following staff members present included: Assistant Chief of Police Samuel Betz, Deputy City Attorney Paul Byrne, Director of Human Resources and Risk Management Candis Martinson, Director of Finance Jamie Thomas, Director of Public Works Ingrid Gaub, Director of Community Development Jason Krum, Water Utility Engineer Senait Gebreeyesus, Planning Services Manager Alexandria Teague, Senior Planner Alyssa Tatro, and City Clerk Shawn Campbell. AGENDA MODIFICATIONS There were no modifications to the agenda. ANNOUNCEMENTS, REPORTS, AND PRESENTATIONS There were no announcements, reports, or presentations. MUNICIPAL SERVICES DISCUSSION ITEMS A. Municipal Court Study (Martinson) (30 Minutes) Phase II Presentation by National Center for State Courts Councilmember Rakes Chaired this portion of the meeting. Director Martinson, Deputy Managing Director John Doerner and Abby Kuschel with National Center for State Courts provided Council with a presentation on the Phase II Municipal Court Study including the project overview, the King County District Court Interlocal Agreement, the Study Methodology for Phase 1 and Phase 2 of the Study, the initial reviews and analysis reviewed, the Comparison Cost Analysis for both Phase 1 and Phase 2, costs paid to King County for District Court Services, case filing overview and summary, court staffing, annual expenditure overview, estimated cost overview, and the pros and cons of establishing a City operated Municipal Court. Director Martinson explained the scope of Phase 2 of the Study, and options for additional data. Judge Robertson explained how Judges are assigned to the City of Auburn, improvements in relations between the City and the County, King Counties Priority Case Management System, and the Studies pros and cons list. Council discussed the changes between King County Court and the City of Auburn, annual expenditure overview, accomplishments between King County and the City, requests for pros and cons for staying with King County District Court, impact on the community, cases on each calendar, and anticipated organizational changes. AGENDA ITEMS FOR COUNCIL DISCUSSION A. 3rd Quarter 2024 Financial Report (Thomas) (20 Minutes) Mayor Backus informed the Council that anyone who wishes to make a statement prior to the Deputy Mayor election they will be be given that opportunity at the beginning of the meeting. Director Thomas provided Council with an overview of the 2024 3rd Quarter Financial Report including the General Fund Revenue Overview, tax revenue, Licenses and Permits revenue, Intergovernmental revenues, Charges for Services, fines, penalties, interest and investment earnings, the General Fund expenditures, American Rescue Plan Act (ARPA) update, and the Non -General Fund highlights. Council discussed the Real Estate Excise Tax (REET) revenue, and businesses out of compliance. B. Comprehensive Water Plan (Gaub) (45 Minutes) Engineer Gebreeyesus provided the Council with an overview and update of the 2024 Comprehensive Water Plan including an overview of the 2024 Water Plan, and development progress and milestones. She provided an overview of the Water Utility in the City of Auburn, the key Elements in the 2024 Water Comprehensive Plan, and the Chapters within the Plan. She reviewed the key takeaways of the Plan, and the next steps for adoption. Council discussed the languages the Plan is available in, language to cover wholesale customers, engagement with property owners, and volume of water in current and future resources. C. Ordinance No. 6960 (Krum) (20 Minutes) An Ordinance adopting the 2024 Periodic Comprehensive Plan Manager Teague and Planner Tatro provided Council with a 2024 Comprehensive Plan Update including a list of the 2024 Periodic comprehensive Plan elements. They reviewed the Capital Facilities Element, Utilities Element, Parks Element, Transportation Element, Systems Plans, the Appendices and supporting documents within the Plan, Comprehensive Use and Zoning Maps, and the remaining process to complete the 2024 Comprehensive Plan. Council thanked staff and the Planning Commission for their work on the 2024 Periodic Comprehensive Plan. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:55 p.m. APPROVED this 16th day of December 2024. 6LARRY EIRQTN, EPUTY MAYOR Shawn Campbell, City Clerk CITY OF J\IJBURJ4 AGENDA BILL APPROVAL FORM WASHINGGTTON Agenda Subject: Meeting Date: Comprehensive Water Plan (Gaub) (45 Minutes) December 9, 2024 Department: Attachments: Budget Impact: Public Works Presentation, AMENDED 2024 Comprehensive Water Plan, AMENDED 2024 Comprehensive Water Plan Appendices Administrative Recommendation: For discussion only. Background for Motion: Background Summary: The Water Utility has completed an update to the City's Comprehensive Water Plan (CWP), a State- mandated update required by the Washington State Department of Health (DOH) to ensure compliance with water system regulations and planning standards. The CWP was previously updated and adopted in 2015 and provides a roadmap for the City's water utility operations, maintenance, and future infrastructure investments. The Plan incorporates updated system data, population and employment projections, and a future water demand analysis over 10- and 20-year planning horizons. It also identifies key capital improvement projects to address system deficiencies, enhance water quality, and improve service reliability. These include storage tank rehabilitation, well capacity upgrades, and water main replacements. In addition, the CWP emphasizes water use efficiency, climate resilience, and source water protection while integrating with the City's update to the City Comprehensive Plan to support citywide growth and development goals. Council was first introduced to elements of the CWP at the April 10, 2023, Study Session in conjunction with a general overview of the City Comprehensive Plan Update. The draft policies contained within the CWP were then discussed with Council at the Study Session held on July 10, 2023, and a general overview of the CWP contents was discussed with Council at the Study Session held on April 1, 2024. Staff also presented the CWP to the Planning Commission on July 2, 2024. Following public comments on the CWP, staff then presented certain updates made to the CWP to the Planning Page 74 of 3618 Commission on December 3, 2024, which also served as the Public Hearing for the CWP. On December 3, 2024, the Planning Commission also recommended forwarding the Plan to the City Council for approval. The next phase involves final adoption of the Plan by the City Council, scheduled for December 16, 2024. Following adoption, the Plan will be submitted to regulatory agencies, including DOH, King County, and Pierce County, for final approval. The purpose of this discussion is to present the City Council with an overview of the CWP prior to the anticipated adoption of the Plan in conjunction with adoption of the 2024 City Comprehensive Plan. Councilmember: Tracy Taylor Staff: Ingrid Gaub Page 75 of 3618 ENGINEERING SERVICES AUBURN VALUES 2024 COMPREHENSIVE WATER PLAN OVERVIEW AND UPDATE SERVICE ENVIRONMENT SENAIT GEBREEYESUS ECONOMY WATER UTILITY ENGINEER CHARACTER SUSTAINABILITY CITY COUNCIL STUDY SESSION DECEMBER 9 , 2024 WELLNESS CELEBRATION Public Works Department Engineering Services • Airport Services • Maintenance & Operations Services Page 76 of 3618 2024 COMPREHENSIVE WATER PLAN OVERVIEW AND UPDATE Auburn Comprehensive Plan Elements Core Plan (Community Development) Land Use Element (Community Development)i Housing Element (Community Development) Historic Preservation (Community Development) o Rrrr ti' o Climate Change - NEW (Community Development) rr. :1" Economic Development (Community Development) fi Capital Facilities Element (Public Works) IMAGINE AUBURN Transportation Element (Public Works) COMPREHENSIVE PLAN UPDATE 2O24- Utilities Element (Public Works) Parks and Recreation (Parks) Cit coordinating together to create a cohesive, consistent, and forward-thinking Plan covering range of subject areas SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 2 Page 77 of 3618 PLAN DEVELOPMENT PROGRESS/ MILESTONES Spring 2023 9 Spring/Summer 2024 Council Review of Goals and Policies Planning Commission Review Update Existing System Information D.O.H. Review Update and Calibrate Hydraulic Model King County Review Pierce County Review Adjacent Purveyor Review SEPA Review e— Complete Population/ Employment Projections Future Demand Projections Identify Future Capacity Issues Plan for Future Projects and Assessments City Council Review and Adoption 0 Fall 2023 Fall 2024 SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 3 Page 78 of 3618 2024 WATER UTILITY INTRODUCTION CUy of Nen!oiy dale Waav AESow[wn' Lek¢Median W r-`— wets asmct i 0 r 5 aZOIWoad' dhrtll! ALA ry 41:iiiiiiir7C14WaterSourcesof306milesOver15,000 a,rri.,,rwtServiceAreasWaterWaterMainService ConnectionsAcademy,Lakeland 6 active Wells,2 Hills,Lea Hill& Springs&2 Valley Interties(Tacoma) Algona swtnwy Community Waterdssoaation Caro r PDCInc j" T I r 1 Service Area & r' suR.cr Adjacent Purveyors r e_-nertat_ SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY . WELLNESS • CELEBRATION 4 Page 79 of 3618 2024 WATER UTILITY INTRODUCTION Fulmer Treatment Facility lati i l 4 4 it~`tJ, 8 Pump Stations fir).i 11 T 2 Treatment Facilities 1, iiidit r\ \ i' 8 Reservoirs 1 r4, Operate 1 Satellite System a Provide Wholesale Water to Algona 1 iliti - tli .4 I ,n. F' - - , Produce = 2.5 billion gallons of water per year t 11:igillrr'- r,' IhEt, . --; < --1.--- 1 '_ Academy Pump Station _ 4 SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 5 Page 80 of 3618 2024 WATER COMPREHENSIVE PLAN Water System Design Manual 0 PWninq rt Fr 1 V nrr1 r Water System Planning Guidebook Key Elemen T. Fit . 0 g_. ., dli 7. • 0 t 0 r -----% 4.4'%._ Format updated to follow Department Illit of Health (DOH) Guidebook I r t>! ;. tea Planning & Infrastructure sizing per i-= el DOH Design Manual ao ail 10-yr and 20-yr Planning Periods W Health DOH Pub 331-123 Premed h.'2p2tl SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION di A Page 81 of 3618 CHAPTER 1 : DESCRIPTION OF THE WATER SYSTEM wwi.. i.Kent 'Ownership & Management I r w I L rtI 117:7;11111111.. inn Lake Meridian L3kEh3VA,A System History & i _ l` Background 3° r iwwtil,, rim K.a Fr 1 . . thins-vir .{ r- rT_..11` ion 7- t,Service Areas, Maps, & t c:•; r l- _ Land Uses I _ i`; "s.„,. 'd ..r,'',_ ,.,1. Afrif VA i.+ 1. Jdin 1 - iP vL System Policies r ' " I t ' ; I.. Y NIConsistency11115, SERVICE . ENVIRONMENT . ECONOMY . CHARACTER . SUSTAINABILITY . WELLNESS • CELEBRATION 7 Page 82 of 3618 CHAPTER 1 : DESCRIPTION OF THE WATER SYSTEM Policie Goals 'I Policies Broad statements Topic-specific indicating a statement providing general aim or guidelines for current Business Practice achieved,ose be making decision Service Area Indicates a clear Operations & Maintenance commitment of the local legislative Financial body. Planning Environmental Stewardship Design & Construction SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 8 Page 83 of 3618 CHAPTER 2: BASIC PLANNING DATA Figure 2-5 I ijumprrIvensire Fun=I _l Um.and floury{ZI4y. I sWater Service Area Population 1 1 } i 9111 — Water Service Connections and Usage IgII asWaterSupplyandProduction1jF y Distribution System Leakage F 1. Water Supply Characteristics 1 r t L I Water Supply Reliability Evaluation 1 111 1 Future Population Projections & Land Use I a Future Water Demand 1 A SERVICE • ENVIRONMENT . ECONOMY • CHARACTER • SUSTAINABILITY . 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SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION is Page 85 of 3618 CHAPTER 4 : WATER USE EFFICIENCY Water Use Efficiency Guidebook Source and Service Metering ook33,275 Third Ediliom Revoed luiwry 2¢'7 Distribution System Leakage WaterW Use Efficiency Water Use Efficiency Program Water Use Efficiency Savings Climate Change Resiliency 1Healfh SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY . WELLNESS • CELEBRATION 11 Page 86 of 3618 CHAPTER 5 : SOURCE WATER PROTECTION iLik, ":_ i_li .. 11 7, uri7r-- L • L d Sanitary Control Area WESTHTLL SPRING Ilhead Protection 4)1— Pr • gram y 1 r 1iinf i III F i SERVICE . ENVIRONMENT . ECONOMY . CHARACTER • SUSTAINABILITY . WELLNESS • CELEBRATION __IIL Page 87 of 3618 CHAPTER 6 : OPERATION & MAINTENANCE PROGRAM F .I p Water System Management & Personnel Operations & Preventive Maintenance I. k L Comprehensive Water Quality Monitoringe r #"` "; 0 Emergency Preparedness & Response0; 71 i SafetyProcedures litili—' 0* •-• 4-.).-..:,':-., ---- - ' SERVICE . ENVIRONMENT s ECONOMY . CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 13 Page 88 of 3618 CHAPTER 6 : OPERATION & MAINTENANCE PROGRAM 0 Sanitary Survey Field Guide Sanitary Surveys Special Purpose Investigations Technical Assistance W.II-Sit!Inspections Intormalion ill,Washinglons Third•Party So iilary Surveyors Cross Customer Summary of 0&M 1 Connection Complaint Deficiencies & 6. , ' i Control Response Recommended' i,; Irii.Program Program Improvements Mile '1100- - lir 7,. -"ivy . 0, 1 t Sanitary Survey Recordkeeping & i, Findings Reporting t 77!. illiiir— li gr if A LT H SERVICE • ENVIRONMENT . ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 14 Page 89 of 3618 CHAPTER 7: DESIGN & CONSTRUCTION STANDARDS a..R k.v ,.rm...vwa." .k. 44.cm., a.aa... k „ p2p 4 2•± 7.5 1/4"Y.V.D.gM,HYDRANT i I w SEE NOTE 3 LANDSCAPE A 11s' 7 EDGE OF OilOilSTRIP 5 RIDE TYPE 2BB MIN. RPN HYDRANTDENAIXPERTRAFFICCURBRINISHYARNERREFT.ECTOitz GUTTERsMAHUFA_• , 7... ;i,,,, ATION YS PAVENENiSPECIFICATIONS F0n5trLctb0n INN Cs YALVE BOX Certification4c4'XG"-MICR CONC- PER STANDARDoSLABCENTEREDON7-FOR 5'St)LWAuc.& RE9LIENT WEDGE PETAL.W-1C2HYDRANT(AIM.C 9'FOR 7"SIDEWALK BATE VALVE.SIZE Design a n d g g 8.00-T7) f0 NIL PLASTIC TO MATCH PIPE .-. FLANGED JOINT DNA.Construction U m SHEETING OVER GRAVEL MECHANICALCONCRETE I5td a r d s HYDRANT JOINTS 1 THRUST BLOCK Policies a n d ExTENSioN IF 1I = RequirementsraEQuIRED AVIN, Project for Outside i 11/z I. -...Y• e Review Parties i WA$HED f. ProceduresGRAVEL \-, FLAMJAHYDRANT TEE S6'DIP,Er iF DISTANCE BETWEEN T UNLESSHYDRANTANDWATERHAINISINSTALLINGANOTHERt*12"x4" 2-3/4'STEEL GREATER THAN 50'CONC.BLOC& SHACIQE RODS- rrrimc(OR AS a C' NOTES:SEE NOTE 4 DIRECTED BY ENGINEER) Ai-.: 1 HYDRANT SHALL BE LOCATED 1WTHIN THE LANDSCAPE STRIP. %HERE LANDSCAPE STRIP i5 NOT PRESENT OR IS LESS THAN 4 a 5'WOE,HYDRANT AND PAD SHALL BE PLACED BENINO THE SIDEWALK N ROW.. OR EASEJENT. ci0 2. HERE CURBGUTTERON THE IS INSTALLED,FIRE HYDRANT SHALL BE LOCATED(IN RELATION TO SInkI CENTER LINE}AS C8Xxr3- HYDRANTS SHALL HAYS 2-2 1/2'NATIONAL STANDARD THREAD(HST)HOSE PORTS&1-4 1/2'NET WITH 5"STOR2 ADAPTER AND CAP- f 4. IAECA-LUGS OR PUSH-ON.10INt RESTRAINTS NAY BE USED IN PLACE OF SHACKLE RODS NTH PRIOR ENGINEER APPROVAL p 5. ENSURE 5'IAININUM CLEARANCE TO OBSTACLES FROII CENTERLINE OF HYDRANT.u B. REMOVE CHAINS. SERVICE • ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 15 Page 90 of 3618 CHAPTER 8 : CAPITAL IMPROVEMENTS PLAN oms- A.5 iPrioritization F +, ;, Capital Improvement Program r..rr W B R SS i''''.. ram^ 4..J w-:Capital Improvement Summary and Schedule r• Table 8-9 I Total CIP Cost by Project Category from 202.1 II-,.0 1,70 11 Total LIP Cost Summary 2024-2044Ldcg,2024 11SD r- Supply 60,416,013 Storage 21,579,621 L4 Pump Stations 9,230.000 3 Distribution 5121,858,681 r General S1,750,000 TOTAL 214,834,375 i SERVICE . ENVIRONMENT . ECONOMY • CHARACTER . SUSTAINABILITY • WELLNESS • CELEBRATION 16 Page 91 of 3618 CHAPTER 9 : FINANCIAL ANALYSIS Costs of Service li 7 ---''07'7 r_..• . Capital Improvement Funding Plan y1 41 Maintaining Reserves a.:. A Rate Evaluation L SERVICE • ENVIRONMENT • ECONOMY . CHARACTER • SUSTAINABILITY • WELLNESS • CELEBRATION 17 Page 92 of 3618 NEXT STEPS Council Adoption Dec. 16, 2024 Submittal to CH, King County & Pierce County Final Approval SERVICE . ENVIRONMENT . ECONOMY . CHARACTER . SUSTAINABILITY . WELLNESS . CELEBRATION 18 Page 93 of 3618 COAL CREEK SPRINGS TRANSMISSION MAIN REPLACEMENT rw \ . y fir. lig i lik--VigH.".'!".."17r4lie‘.7 lgallq Gila SEJP VI"' 7t 71; to-fir.. r- - .:n.i Ai •""..r ...4,' .... N i rf a Ahr a'i" a tip., . w. e '+. , ..r,.. .. a;j..ti p j - - Yr 4;";11 Y - T. #!_ S ` - - i r _v y JF._ - - SERVICE . ENVIRONMENT • ECONOMY • CHARACTER • SUSTAINABILITY • WELLNESS . CELEBRATION 19 Page 94 of 3618 2024 WATER COMPREHENSIVE PLAN vo0Lm0000vato..,_. v., 4 iir- *bk.. • . 41; A . aw 1 Questions? k.,. , 441w SERVICE . ENVIRONMENT . ECONOMY • CHARACTER . SUSTAINABILITY . WELLNESS . CELEBRATION 20 Page 95 of 3618 APPENDIX E ORDINANCE NO.:6960 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RELATING TO COMPLETION OF THE. 2024 PERIODIC COMPREHENSIVE PLAN UPDATE REQUIREMENTS UNDER THE WASHINGTON STATEGROWTH MANAGEMENT ACT AND ADOPTION OF THE UPDATED ELEMENTS, APPENDICES., PLANS INCORPORATED; BY REFERENCE, LAND USE MAP,..AN'D ZONING MAP. WHEREAS, the Washington State Growth. Management Act (Revised Code of Washington (RCW) 36.70A.130) requires thaf allcities and counties periodically take legislative. action to review and,. if needed, revise its comprehensive land use plan and development regulations to ensure the. plan and regulations comply with the requirements of the. Washington State Growth Management Act; and WHEREAS, RCW 36.70A.70. describes... required and optional Elements of the. Comprehensive Plan (the:Plan). The Plan shall.be an internally consistent document, and all elements. shall be consistent with,,a future_ land use map; and. WHEREAS, RCW 36.70A.140 indicates that a comprehensive.. plan shall, be adopted and amended with public participation. Auburn City Code (ACC) 14.22.030 required early and continuous public participation in the comprehensive plan process; and WHEREAS, AC..C. 14.22.01.0 provides a description of the purpose of the comprehensive plan. The city, of Auburn comprehensive plan establishes the principles, goals, objectives and poll cles. guiding future development of the city- in compliance. with Chapter 36.70A RCW, the Washington State.,GrowthManagement Act. The purpose of this chapter is to establish procedures and review criteria for amending, the Ordinance No 6960 December 2, 2024 Page 1 o. 5 Rev. 2024 comprehensive plan and to provide provisions for public participation in the planning process;, and WHEREAS, pursuant. to Chapter 36 70A. RCW, the Environmental. Impact Statement (EIS) 5coping Notice':was transmitted. to the. Washington State Department of Commerce on. ctob.er 23, 2023 and: WHEREAS, Pursuant to Revised `Code of Washington (RCW) 36.70A, the draft Comprehensive Plan was transmitted to the Washington State Department of Commerce on April 9, 2024. The 60-day notice period envied June 9, 2024; and WHEREAS, pursuant to Chapter 36.70A RCW,: the Draft. Environmental Impact Statement (DEIS) :was transmitted. to the Washington. State Department of Commerce on May 20, 2024; and WHEREAS, Agencies, affected tribes, and members of the public were invited to comment on the proposed contents of the DEIS. Comments were. accepted up to the 60- day notice period on 5,00 p:m. PST on June. 19, 2Q24 and WHEREAS', Pursuant to .Chapter 36.70A RCW, the Final Environmental Impact Statement (FEIS) was transmitted to the Department of Commerce on October. 18, 2024. The City: did not act upon the FEIS until November. 8, 2024; and WHEREAS, the City of Auburn provided its draft Comprehensive Plan to the. Puget Sound Regional Council.(PSRC) on May 20, 2024 to provide comment on the draft Comprehensive Plan prior to. PSCR's certification of the plan; and. WHEREAS, the City of Auburn also provided its draft Comprehensive Plan to the King County Affordable Housing Committee to provide comment on the draft Comprehensive Plan; and Ordinance No. 6960 D:ecember2, 2024 Page 2 of 5 Rev. 2024 WHEREAS, the City held an in -person public meeting on June 5, 2024 at:6:00 p.m. PST in City Council Chambers and a virtual meeting (or telephonically) meeting on June .Q, 2024 at 6 00 p.m. PST to discuss the DEIS and draft .Comprehensive Plan, WHEREAS, the City of Auburn Planning 'Commission :scheduled..and held public meetings on April 2, 2024, April 16, 2024, April 30, 2024, May 21, 2024, June 4, 2024, June 18,.2024, July .2, .2024, April 30, 2024, September 17, 2024, October 8, 2024,: December 3, 2024, for.the purposes of staff presentations and discussion on the various components of the plan; and WHEREAS, he Planning Commission scheduled and held public hearings on April 16,. 2024, April `30, 2024; :May '7,. 2024, June 4, 2024, June 1.8, :2024„ .July 2, 2024, July 16, 2024, October 8, 2024, December.3, 2024, to receive public testimony on the proposed Plan; and WHEREAS,'the Auburn City Council finds it appropriate and in the best interest of the City to 'adopt the Auburn Comprehensive Plan, which includes the Land Use Element, the HOUsing Element, the Capital Facilities Element, the Utilities. Element, the Transportation Element the Economic Development':Element,. the Parks and Recreation Element, the Appendices listed within and the referenced functional plans listed in the Capita[ Facilities Element;: and WHEREAS, the Auburn City Council determinesthat the adoption of the Comprehensive Plan* meets the. criteria set forth in the. Auburn City Code and all other applicable legal criteria;:and WHEREAS,. the Auburn City Council determines that the Comprehensive Plan is consistent with the Growth Management Act, the King County and Pierce County ordinance No. 6960 December 2, 2024 Page 3 o. 5 Rev. 2024 County -Wide Planning Policies, and the: Puget Sound Regional Council Vision 2050; WHEREAS, by adoption of this ordinance, the City of Auburn has completed the mandatory periodic comprehensive plan review process that is set forth in RCW 36.70A.130. NOW, THEREFORE, THE CITY COUNCIL OF THE. CITY OF AUBURN,. WASHINGTON, DO ORDAIN as follows - Section 1. Adoption of Comprehensive Plan. The City of Auburn 2024 Comprehensive Plan,. its updated ,Chapters of the Comprehensive Plan, updated Additional Documents: of the Comprehensive Plan, that are incorporated by reference,. and Supplementary..Reports:Documentsof the Periodic Comprehensive Plan Update, set forth in Exhibits 1 through 24, is on. file. with the office of the City Clerk is adopted and is available for inspection therein. Section 2. Implementation. The Mayor is authorized, to implement those Administrative procedures necessary to carry out the directives of this legislation. Section 3. Severabiility. The provisions of this ordinance. are declared to be separate. and severable. The invalidity of any clause, sentence, paragraph, :subdivision', section,. or portion of tlis ordinance, or the invalidity ofthe application of it.to any person or circumstance; will not affectthe validity ofthe, remainder ofthis ordinance, or the validity of its, application to other persons or circumstances.. Section 4. Effective date. This Ordinance will take effect and be in force five days from ,and.after its passage, approval, and publication as provided. by law. Ordinance No 6960 becembee 2, 2024 Page 4 of. 5 Rev. 2024 Shawn Campbell', MMC, City Clerk Published: Ordinance No. 6960 December 2, 2024 Page 5 of 5 INTRODUCED: Or 16 2 ' PASSED: DEC 16 2024 DEC 16 2024 9 ,- 4AM Fiwff',a - W-11 City Attorney Rev. 2024 The exhibit to this Ordinance is on our website at auburnwa.gov. Then click on City Hall up at the top and then Agendas and Minutes and scroll down to the Monday December 16, 2024 City Council Meeting. APPENDIX F APPENDIX G Appendix G - Summary of Water Service Area, Interlocal and Wholesale Agreements Agency Type of Document Date of Approval COA Resolution # City of Tacoma Franchise Agreement Sep-1969 2383 Water District #111 (Lake Meridian Water District) Service Boundary Agreement Dec-1978 931 Water District #87 Acquisition Agreement Jul-1982 1341 Water District #124 Service Boundary Agreement Oct-1989 1021 Braunwood Estates Satellite Water System Management Agreement Aug-1990 2114 City of Bonney Lake Interlocal Agreement Aug-1994 2551 Covington Water District, Water District #111 (Lake Meridian Water District)Interlocal Agreement Sep-1996 2721 King County Franchise Agreement Nov-1996 2782 Pierce County Service Area Boundary Agreement Sep-1997 2873 City of Bonney Lake Settlement Agreement Mar-1998 2925 Lakeland Company, Inc.Amendment to Lakeland Annexation & Utilities Service Agreement May-1998 2955 Pierce County Franchise Agreement Oct-1998 5163 City of Bonney Lake Service Area Agreement Dec-1998 3018 City of Bonney Lake Emergency Fire Flow Protection Agreement Dec-1998 3019 WA Dept. of Health Amendment to Bilateral Compliance Agreement Mar-2000 3190 City of Kent Emergency Water System Intertie Agreement Aug-2001 3374 South King Co. Regional Water Association Joint Operating Agreement Sep-2001 3383 City of Bonney Lake Emergency Water System Intertie Agreement Mar-2002 3434 Covington Water District, Water District #111 (Lake Meridian Water District)Emergency Water System Intertie Agreement Apr-2002 3444 Lakehaven Utility District (Lakehaven Water & Sewer District) Emergency Water System Intertie Agreement Apr-2002 3443 City of Bonney Lake Franchise Agreement May-2002 5592 Covington Water District, Water District #111 (Lake Meridian Water District) Interim Water Sales Agreement Jun-2002 3482 WA Dept. of Health Amendment to Bilateral Compliance Agreement Jul-2002 N/A City of Algona Revised Water System Intertie Agreement Oct-2002 3534 Water District #111 (Lake Meridian Water District) Emergency Water System Intertie Agreement Jun-2003 3614 City of Tacoma, Water Division Turnout Construction Agreement Sep-2003 3637 City of Pacific Annexation/Deannexation Agreement Oct-2003 3644 Voice Stream PCS III Corporation Lease Agreement Dec-2003 3649 Lakehaven Utility District (Lakehaven Water & Sewer District) Franchise Agreement Feb-2004 3650 Lakehaven Utility District (Lakehaven Water & Sewer District) Water Service Boundary Agreement Feb-2004 3652 City of Bonney Lake Interlocal Agreement Feb-2005 3760 Covington Water District, Water District #111 (Lake Meridian Water District)Interim Water Sales Agreement Feb-2005 3817 Cingular Wireless PCS, LLC. Lease Agreement Sep-2005 3886 Cascade Water Alliance, Tacoma Water Division Wholesale Water Agreement Oct-2005 N/A Lakehaven Utility District (Lakehaven Water & Sewer District) Termination of Emergency Water Supply Intertie Agreement Apr-2006 4008 Clearwire LLC. Lease Agreement May-2006 4018 WA Dept. of Ecology Cost Reimbursements Agreement Jun-2006 4039 City of Kent, Water District #111 Water Service Boundary Agreement Sep-2006 3920 City of Bonney Lake, Buckley, Sumner and Cascade Water Alliance Lake Tapps Area Water Resources Agreement Jan-2010 4563 City of Bonney Lake Emergency Water System Intertie Agreement May-2010 4596 Bonneville Power Administration (BPA)Easement Usage Agreement Jun-2010 N/A Lakehaven Utility District (Lakehaven Water & Sewer District) Emergency Water System Intertie Agreement Oct-2010 4649 City of Tacoma Emergency Water System Intertie Agreement Oct-2010 4648 Water District #111 (Lake Meridian Water District) Interim Water Sales Agreement Dec-2010 4660 Covington Water District, Water District #111 (Lake Meridian Water District) Pipeline Purchase, Transfer and Acquisition Agreement Jun-2011 4725 Bonneville Power Administration (BPA)Easement Usage Agreement Feb-2012 N/A Tacoma Public Utilites (TPU) Wholesale Water Agreement Jul-2012 Unknown Cascade Water Alliance Agreement for Purchase & Sale of Permanent and Reserve Wholesale Water Credits Sep-2013 4986 City of Bonney Lake Bonney Lake Water System Leak Detection Project Area Map Feb-2014 N/A Valley Communications Center Lease Agreement Feb-2014 5033 City of Bonney Lake Auburn-Bonney Lake Water Service Boundary Map Mar-2014 N/A City of Tacoma Wholesale Water Agreement Sep-2014 5102 Muckleshoot Indian Tribe (MIT) Casino Master Meter Easement Jun-2015 5153 Pierce County Standard Service Area Agreement Nov-2015 5182 Lakehaven Utility District (Lakehaven Water & Sewer District) Ratifying Franchise Agreement adopted by Resolution No. 3650 Oct-2016 6624 Covington Water District, Water District #111 (Lake Meridian Water District) Interlocal Agreement #2 Amendment Nov-2017 5332 Other Washington Agencies Interlocal Agreement (Receiving and providing Water/Wastewater Mutual Aid)Mar-2018 5357 ORDINANCE NO 2383 AN ORDINANCE OF THE CITY OF AUBURN WASHINGTON GRANTING TO THE CITY OF TACOMA AND ITS ASSIGNS THE RIGHT PRIVILEGE AND AUTHORITY TO CONSTRUCT AND MAINTAIN A TRANSMISSION MAIN IN CERTAIN STREETS IN THE CITY OF AUBURN FOR THE TRANSMISSION OF FRESH WATER FOR MUNICIPAL PURPOSES THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON DO ORDAIN AS FOLLOWS Section 1 GRANT AND TERMS That there be and is hereby granted to the City of Tacoma a municipal corporation and its assigns the right privilege authority and franchise for a period of fifty 50 years from and after passage of this Ordinance to ay down build construct ad maintain and operate thrgh d acroscertai srees of the City of Auburn underground pipes and conduits for thepurpose of transmitting fresh water for municipal purposes Section 2 TRANSMISSION MAIN For the purpose aforesaid the grantee and its assigns are hereby granted the right liberty and privilege of laying down relaying connecting disconnecting and repairing such transmission main through and under the avenues streets lanes alleys andpublic highways and public parks and grounds of the City of Auburn as may be necessary proper and convenient for transmitting the fresh water supply of the grantee through the city limits of the grantor Section 3 PLANS AND SPECIFICATIONS Before said grantee and assigns shall begin the construction of the transmission main underneath the said streets or places in the City of Auburn it shall file with the City Engineer of the grantor detailed plans specifications and profiles of the pipeline and shall show the place in said streets or places proposed to be used for andor crossed by said pipeline the size of the pipeline and its depth from the surface of the ground The said plans specifications and profiles shall be approved by the City Engineer of the grantee and a permit granted for the same before any excavation or the construction of said pipes shall be commenced which approl shall not be unreasonably withheld The grantee upon receiving such construction permit shall hasten the work of construction with all convenient speed and shall repair the pavement or surface in as good condition as it waS before being disturbed by said grantee and repair it with the same kind of material as now laid on said streets or surface and subject to the approval of the City Engineer of the grantor shall place an inspector upon the said street during the reconstruction of the pavement thereon and the salary of such inspector shall be paid by the grantee and said street shall not be torn up in any event for a longer period than ninety 90 days after the said grantee shall begin the work of construction If the grantee shall fail to build said street or surface in Page One as good condition as it was before or shall fail to rebuild it a all the grantor may proceed to repair said street or surface and charge the expense thereof to the grantee All excavations shall be carefully guarded oas to prevent accidents by reason thereof and the grantee shall save the grantor free and harmless of and from all costs damages and expenses of any kind whatsoever occasioned by such workor by the maintenance of such conduits and pipes through and across the street or place and should any final judgment be recovered against said city on account of any damages said grantee shall forthwith pay the same including grantors reasonable attorney fees and costs after having been notified in writing to do so by the grantor and the failure of said grantee to make such payment within a period of sixty 60 days after such notice has been given shall operate as a forfeiture of the rights and privileges herein granted provided however that the grantor shall in any suit brought against it on account of such damages and within twenty 20 days after service of process upon it give written notice to the grantee of the pendency of said suit and thereon grantee shall haVe the option of defending said litigation on behalf of the City at its own cost Section 4 NOT TO INTERFERE WITH OTHER PIPES Said pipes shall be laid down in such manner as not to interfere with the sewer or water pipes or any other pipes in said streets and places and all pipes and conduits to be laid down by the grantee shall be of first quality material Section 5 FRANCHISE NOT EXCLUSIVE Nothing in this Ordinance shall be construed as granting to the said grantee and assigns an exclusive right or prevent the granting to other companies or individuals a franchise for like purposes Section 6 SERVICE AVAILABILITY In the event that the City has need for additional domestic water and the grantee determines that it can provide such water from the transmission line and at the rates it charges other consumers similarly located the grantee shall so make available points of distribution in order to provide the additional supply so determined Section 7 ACCEPTANCE In order to claim the rights and privileges granted by this franchise the grantee or assigns shall within thry30 days after the approval of this Ordinance file with the City Clerk of the grantor its acceptance in writing of the franchise granted by this Ordinance Page Two Section 8 from and after its passage approval and publication as provided by law INTRODUCED PASSED APPROVED EFFECTIVE DATE That thiS Ordinance shall take effect five 5 days SEPTEMBER21969 SEPTEMBER15 1969 SEPTEMBER15 1969 ATTEST City Clerk APPROVEDcASTOFORM S Cly orney MAYOR Page Three 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3O 31 32 RESOLUTION NO 1 3 4 1 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR OF THE CITY OF AUBURN TO EXECUTE AN AGREEMENT BETWEEN THE CITY OF AUBURN AND KING COUNTY WATER DISTRICT NO 87 CONCERNING THE TRANSFER OF KING COUNTY WATER DISTRICT NO 87S WATER SYSTEM TO THE CITY OF AUBURN THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT THE Mayor of the City of Auburn Washington is herewith authorized and directed to execute an Agreement between the City of Auburn and King County Water District No 87 concerning the transfer of King County Water District No 87s water system A copy of said Agreement is attached hereto denomi nated as Exhibit A and made a part hereof as though set forth in full herein THE Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directions of this legislation DATED and SIGNED this 6th day of July 1982 BURN ATTEST erk Resolution No 1341 7682 AGREEMENT CONCERNING TRANSFER OF KING COUNTY WATER DISTRICT NO 87S WATER SYSTEM TO THE CITIES OF AUBURN AND KENT April 1 1982 IT IS AGREED by and between WATER DISTRICT 87 King County a Washington Municipal Corporation WP 87 and the Cities of AUBURN Auburn and KENT Kent Washington collectively the cities as follows 1 Authority This agreemen is entered into pursuant to RCW 35A13070 which authorizes one or more cities and water districts to contract regarding ownership of property providing or water service and operation of facilities 2 Transfer of Water System The ownership of WD 87s entire water system shall as of the above date be transferred and conveyed to Auburn and Kent in the manner provided below The term water system shall include but not be limited to all WD 7 water mains and appurtenances hydrants easements licenses franchises permits and facilities rights and assets of any kind or nature whatsoever Said transfer is subject to the cities performance of all of the terms and conditions of this agreement The cities hereby accept their respective portions of the water system on the terms of this agreement 3 Division of Sistem The entire WD 87 water system lying southerly of the following described line will become the property of the Auburn and the remaining portion of the water system lying northerly of the following described line shall become the property of Kent Starting at a point of intersection on the westerly boundary line of WD 87 which is the easterly margin of the Chicago Milwaukee and St Paul Railroad rightofway with the southerlY rightofway line of S 277th street and projecting easterly therefrom along said southerly rightofway line to an intersection point wi th the easterly margin of the Burlington Northern Railroad rightofway thence northerly therefrom along said easterly line to an intersection point with the northerly rightofway line of S 277th street thence projecting easterly therefrom along said northerly rightofway line to the easterly boundary line of WD 87 which is the westerly line of SS Highway 5 aka East Valley Highway WD 87s customer records will be divided between the cities accordig to the above division of the water system and any temporary services The limited hand tools and miscellaneous personal property owned by WD 87 will be transferred to Auburn Connection to Auburn Sistem The cost of interconnecting the WD 87 water system to Auburns water system shall be paid for from monies presently in the WD 87 maintenance fund The City of Kent is presently connected to the WD 87 water system and no further connections are presently needed 5 Costs and ExpensesWD 87 Money The following shall be paid from WD 87 money in the following order of priority WD 87 routine debts and expenses WD 87s attorneys fees for drafting of this agreement and related work Any attorneys fees andor ccsts boundary review board or other approvals per paragraph IO hereof in obtaining governmental Cost of interconecting the WD 87 system to Auburns water system per paragraph 4 hereof To the extent that any WD 87 money remains after payment of the above the same shall be divided evenly between the cities proportionate to the nuner of WD 87 customers to be served permanently by the cities To the extent that the WD 87 funds are inadequate to pay all of the abovethentheCityofAuburnshallbearanyremainingcostofinterconnectingthewatersystemsIfthereisinsufficientWD87moneytopayallofthe other abovelisted items in full other than D debts then any amount remaining due shall be borne by the cities according to the same permanentcustomerratioasabove 6 Service Interruptions The cities each agree that transfer of the water system will not result in any interruption of water service to any WD 87 customer other than that normally experienced in the daytoday operation of the respective water systems 7 Water Rates The cities each agree that former WD 87 customers shall followingtransferaidinthefuturebechargedforwaterserviceandpaythesame connection and other charges as the cities charge in each case its other customers in the same class of service Sevice shall also be of the same quality as that received by other customers in the same class 8 Temlorary Service Auburn and Kent recognize and agree that until their respective water systems are readily available within the present WD 87 service area each will have to extend temporary water service to existing customers on the opposite side from them on the above described boundary line During such temporary service the customers shall pay the serving citys rates and charges and the serving city will maintain the water mains hydrants and meters serving those temporary Customers The city temporarily serving such customers will turn over the customers to the other city on request Both cities agree to cooperate in the transition of these customers from one city to the other and agree that water service to the customers will not be interrupted unnecessarilyduringthetransition No property temporarily served by one of the cities shall be assessed or otherwise required to pay for new water mains or facilities in order to transfer their services over to the other city unless said property is specifically benefitted beyond the availability of the existing service No new water services including five hydrants and five service lines will be connected to a water main owned by one city but temporarily beingutilizedtoservetheabovesaidcustomerspropertywithoutthewritten consentof the other city 2 21182 9 Preferential Employment The employees of WD 87 shall be entitled to offers of comparable fulltime employment from both AuDurn and Kent in accordance with RCW 3513A090 lO Governmental Approvals If in the opinion of either city it is necessary to so obtain approval of this agreement by the King County Boundary Review Board King County Council andor any other governmental body then that city shall so notify the other parties to this agreement prior to transfer of WD 87s remaining monies to the cities The cities shall determine between themselves which city or WD 87 shall obtain such approvals Regardless of who obtains the approvals the cost thereof shall be paid from WD 87 funds to the extent available ll Financial Records WD 87s financial and other records are available inspection and copying by either of the cities on request for 12 WD 87 Indebtedness WD 87 shall as above pay all of its debts from its present funds WD 87 warrants that on the effective date of this agreement it will have no debts Further WD 87 has no bonds warrants or similar oblications outstanding and will not issue any in the future WD 87 also warrants that it does not have any ULID or other assessments receivable and will not form any improvement districts in the future WD 87 warrants that to the best of its knowledge and the knowlege of its Water Commissioners there are no pending asserted or threatened claims suits or liens against it or any of its water system monies or other assets IF WD 87 or any its commissioners should receive notice or knowledge of any such claim suit or lien prior to the effective date of this agreement WD 87 will immediately notify other cities The Water Comissioners of WD 87 shall not be personally liable for the foregoing warranties and shall not be personally liable for performance of any of the terms of this agreement unless they shall by Board of Water Commissionerss action vote or otherwise cause te breach of this agreement 13 WD 87 Continuin9 Authority Following the effective date of this agreement WD 87 shall remain a municipal corporation and its commissioners shall remain in office for at least their present terms of office unless WD 87 is sooner dissolved as set forth below During the continued existence of WD 87 its coissioner shall not exercise any rights privileges powers or fUnctions provided by law to WD 87 except at the request of one or both of the cities If such request is made by only one of the parties then such actions shall be taken only with respect to that citys portion of the WD 87 water system The WD 87 Commissioners shall not be obliged to undertake any action unless it is necessary to implement clarify or carry out this agreement and in such case the other cityles requesting the action shall thereby agree to save the WD 87 Commissioners harmless from any liability in respect to the same 14 Dissolution of WD 87 Any one or more of the paries to this agreement or anyone else having standing to do so may petition andor take such steps having standing to do so may petition andor take such steps as are necessary to dissolve WD 87 under any available statutory authority and procedure In the event that WD 87 has not been dissolved within five 5 years of the effective date of this agreement then the cities agree that they will immediately thereafter petition for the dissolution of WD 87 pursuant of RCW 790 governing the disincorporation of special districts that have not actively carried out any ofthe districtspurposes or functions for a period of 21182 five years or any similar or other statutes then in effect The cost of such disincorporation shall be borne by the cities in the same proportion as other expenses are provided for in this agreement 15 Approva1 by Parties This agreement shall be submitted to the governing bodies of each of the parties and approved by City Ordinance and Water District Resolution Certified copies of said ordinances and resolution shall be furnished each of the parties to this agreement Adoption of said ordinances and resolution shall serve in lieu of signature to this agreement Notwithstanding the effective date set forth as the beginning of this agreement this agreement siail be effective 45 days after it is approved by all three 3 parties DATED as of the date set forth hereinabove CITY OF AUBURN CITY OF KENT WATER DISTRICT NO 87 KING COUNTY 168157A 21182 RESOLUTION NO 1 0 2 1 O GI 0 9 199 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE YOR OF THE CITY OF AUBURN TO ENTER INTO A SERVICE AREA BOUNDARY AGREEMENT BETWEEN THE CITY OF AUBURN AND WATER DISTRICT NO 124 THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AT A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT THE Mayor of the City of Auburn is herewith authorized to enter into a Service Area Boundary Agreement between the City of Auburn and Water District No 124 A copy of saidagreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein DATED and SIGNED this 15th day of October 1979 CITY OF AUBURN ATTEST Resolution No 1021 101279 890824 ECFEE SERVICE AREA BOUNDARY AGREEMENT THIS AGREEMENT made and entered into this day of 19 by and between City of Auburn a municipal corporation located in King County Washington hereinafter referred to as City and WATER DISTRICT NO 124 a municipal corporation located in King County Washington hereinafter referred tas District 124 W I TNE S SETH 1 That the purpose of this Agreement is A To define current service area boundaries and B To establish a method for altering those boundaries in order to provide for 1 Maximum efficient use of existing and future facilities 2 Maximum flexibility between the service areas in order to allow the continued and future existence of interties between the parties herein 3 Maximum public water system coordination 4 Orderly and efficient public water system planning 2 That the current service area boundary between the City and the District 124 is as is set forth on Exhibit A attached hereto and incorporated herein by reference 3 That in the event either the City or District 124 desire to change the existing boundary such a change shall be by mutual agreement 4 That provisions for looped systems and interties are to be encouraged so as to provide A facilities B possible cost C in the event of an emergency For the most efficient use of current and future For maximum service toconsumersat the lowest For mutual aid between the City and District 124 1 D For maximum public water system coordination 5 That both the City and District 124 recognize that they are Purveyors as defined in RCW 701160304 and hereby acknowledge their duties under RCW 70116 and the regulations promulgated thereunder and adhere to the purposes described therein DATED this L wdayofd CITY OF AUBURN Kfounty ashington WATER DISTRICT NO 124 King County Washington Pesiden ahd Commissioner Comiss ioneC retary and CommisSioner LEGAL DESCRIPTION OF SERVICE AREA BOUNDARY LINE BETWEEN CITY OF AUBPNND wTNc COT ATER DcRICT 124 COIENCING AT THE NORTHEAST CORNER OF LOT 5 BLOCK 39 JOVITA HEIGHTS LOCATED IN THE SOUTHWEST QUARTER SECTION 23 T 21 N R 4 E WM THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF LOT 8 LOCATEO 400 EAST OF THE NORTHWEST CORNER OF LOT 8 BLOCK 25 OF SAID JOVITA HEIGHTS WHEREIN SAID LINE CROSSES THE EXISTING AUBURN CITY LIMITS LOCATED ON IOWfa DRIVE THENCE NORTHERLY ALONG A LINE 400 EAST OF AND PARALLEL TO TL EST LINE OF LOT THROUGH LOT I OF BIXCK 25 JOVITA HEIGHTS TO A POINT ON THE NORTH LINE OF SAID LOT 1 THENCE EASTERLY 50ALONG THE NORTH INE OF SAID LOT 1 TO THE SOUTHERLY EXTENSION OF TKE EASTERLY RIGHT OF WAY LINE OF 158TH AVENGE SOUTH PENNSYLVANIA AVENUE THENCE NORTHERLY ALONG SAID RIGHT OF WAY LINE TO THE SOUTH LIE OF SECTION 14 T 21 N R 4 E WM THENCE EAST ALONG THE SOUTH LINE OF SECTION 14 TO THE SOUTH 14 CORRER OF SAID SECTION 14 THENCE NOR AONG THE CENTERLiNE OF SAID SECTION 14 TO THE INTERSECTION OF SAID CENTERLINE WITH THE CENTERLINE OF MOUNTAIN VIE DRIVE 331ST STREET O OLD CEMETARY ILL ROAD THENCE MEANDERING EASTERLY AND NORTHERLY ALONG THE CENTERLINE OF MOUNTAIN VIEW DRIVE TO THE INTERSECTION OF SAID STREET CENTERLINEWIT THE EW CENTERLINE OF SECTION 14 THENCE NORTHERLY ALONG THE SOUTHERL EXTENSION OF HICREST DRIVE TO THE SOUT LINE O HICREST ADDITION NO 2 LOCATED IN SECTION14 T21N R 4 E WM THENCE WESTERL ALONG SAID SOUTH LINE TO THE SOUTmESTERLY CORNER OF SAID ADDITION SW CORNER OF LOT 9 THENCE NORTHEASTERLY ALONG THE WESTERLY LIN OF SAID HICREST ADDITION 2 TO THE NORTBqFESTERLY CORNE OF SAID PLAT WHICH IS ALSO THE SOUTHWEST CORNER OF KNICKeR BocKER EIGHTS ADDITION THENCE NORTH ALONG THE EST BoUNDARY SAiD IGHTS ADDfI mSO 11 T 21 No RD 4 E WMo THENCE NORTHEPLY ALONG THE IESTLINE OFTE E 12 E 12 ECTIONS 11 AND 2 T 21 N R 4E WM TO A POINT 329 NORTH OF THE SOUTH LINE OF SID SECTION 2 THENCE NORTEASTERLY A DISTANCE OF 2150 MORE OR LESS TO A OINT ON THE EAST LINE OF SAID SECTION 2 HICH POINT IS LOCATED 655 SOUTH OF THE EAST 14 CORAER OF SECTI 2 T2 21 N R 4 ED WM THENCE NORTH ALONG THE EAST LINE OF SAID SECTION 2 TO A POINT 836 NORTH OF T FST 14 CONER OF SAID SECTION 2 THENCE WEST TO THE CEST LINE OF TE E 12 E 12 SECTION 2 T21N R4E WM THENCE NORTH ALONG SAID EST LINE TO A POINT 351 S6UTH OF TE NORTH LINE OF SAID SECTION 2 THENCE WESTkRLY AD PARLLEL TO AND 351 SOUTH OF T NORTH LINE OF SECTION 2 TO A POINT ON T NS CENTERLINE OF SAID SECTION THENCE SOUTERLY 60 ALONG SAID NS CENTERLINE THENCE WESTRLY AND NORTHERLY ALONG THE APRIL 1979 BOUNDARY TO THE WEST 14CORNEROFSECTION35T22NREWMWHICHISTHETERMINALPOINTOF THIS BOUNDARY DESCRIPTION ii 1 j uarry mm mm Thomas r Merledit Al Sch J III I II 6 IIIi m o SATELLITE WATER SYSTEM SERVICE CONTRACT Page 3 D. The property owners will not be assessed a System Development Charge (SDC) as allowed for in the Auburn City Code, unless there is a failure of the existing system as described in paragraph 5. C. above and it is deemed necessary by the City in the event a suitable and reliable source of water cannot be developed and the City must utilize Water Department funds beyond the reserve account to provide an alternate water source. E. The designed, approved and constructed satellite water system shall be limited to a maximum of thirteen (13) total single-family residential connections. F. All customers must be connected to the satellite system via a meter supplied by the City, after property owner application. The service must be in accordance with the City of Auburn standards and the City's standard meter charge must be paid in advance of the City providing service. 6. Source Interruption Responsibility. Because a satellite system will receive water from a single well or aquifer and may be so located that no emergency water service is reasonably available, the City will not, under any circumstances, undertake liability for emergency or supplemental supply in the event of diminution in, loss of, or contamination of the satellite system's water supply. 7 . Waiver of Right to Protest Formation of a U.L.I.D. The property owners waive any and all rights granted by statute or otherwise, to object to or protest against formation by the City of a Utility Local Improvement District for the purpose of constructing water improvements extending the City's system to provide City water to the properties. The foregoing does not waive the property owners' right to object to the amount of the property owners' assessment, in the manner provided by statute. 8 . Future Connection to City System. If the City's water system were extended to provide City water in lieu of the present satellite system source, the present and future owners of the property agree to connect to the City's system, at their expense, in accordance with the terms and conditions of the Auburn City Code valid at the time of connection. 9. Duration. This Agreement shall remain in full force and effect until the City's basic system is extended to serve the satellite system area. Neither party may terminate this Agreement until that time. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RESOLUTION NO 2 5 5 i A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN INTERLOCAL AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF BONNEY LAKE FOR OPERATING AND MAINTAINING A PUBLIC WATER SYSTEM WHEREAS the cities of Auburn and Bonney Lake are responsible for operating and maintaining a public water system in accordance with federal state and local laws and regulations and WHEREAS the parties recognize the responsibility of public water utilities to provide for the highest quality of water and reliability of service to their customers at reasonable cost and WHEREAS the parties further recognize that water resources are finite and vulnerable and the prudent use and management of these resources requires cooperation among utilities NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON DULY ASSEMBLED HEREWITH RESOLVES THAT Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute an Interlocal Agreement between the City of Auburn and the City of Bonney Lake for operating and maintaining a public water system in accordance with federal state and local laws and regulations Resolution No 2551 August 2 1994 Page 1 CITY ATTORNEY City of Auburn 25 W Nain Auburn WA 98001 206 9313030 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A copy of said Agreement is attached hereto designated as Exhibit A and incorporated by reference in this Resolution Section Z The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation DATED and SIGNED this 15th day of August 1994 CITY OF AUBURN MAYOR ATTEST Robin Wohrhheter City Clerk APPROVED AS TO FORM Michael J Reynolds Acting city Attorney Resolution No 2551 August 2 1994 Page 2 CITY ATTORNEY City of Auburn 5 W Main Auburn WA 98001 206 9313030 ORIGINAL Tis agreement made and entered into this day of 19 by and between the City of Auburn hereinafter referred tas Adurn and the City of Bonney Lake hereinafter referred to as Bonney Lake WITNESSETH THAT WHEREAS Auburn and Bonney Lake are responsible for operating and maintaining a public water system in accordance with federal state and Iocal laws and regulations and WHEREAS the parties recognize the responsibility of public water utilities to provide for the highest quality of water and reliability of service to their customers at reasonable cost and WHEREAS The parties further recognize that water resources are finite and vulnerable and the prudent use and management of these resources requires cooperation among utilities and NOW THEREFORE the City of Bonney Lake and the City of Auburn enter into the following agreement A RECITALS Bonney Lake will sell water to Auburn for the purpose of serving a maximum of two ruralresidential domestic service connections for lots that abut the PierceKing County Auburn City Limits line in vicinity of Kersey Way S E City of Auburn would install their own meters to individual services and one of these services would be to tax lot 9056 on Kersey Way S adjacent to the county line The meter shall be in the Bonney Lake water service area Pierce County The city of Auburn shall pay the connection charge plus the actual cost of the meter installation The City of Bonney Lake shall own the meter The size of the meter shall be determined by the City of Auburn All the properties served within the City of Auburn water service area will be the responsibility of the City of Auburn Bonney Lake will sell water to the City of Auburn at the standard Outside the City rates Per Bonney Lake Municipal Code Section 1304100C 7 Bonney Lake shall only furnish domestic needs for the two 2 rural residential connections Bonney Lake is not responsible for fire flow RES No 2551 Exhibit A Page I of 2 The Cityof Aburn will require new service connections from this supply o be protected by a residential fire sprinkler system in accordance with Auburn Fire Department ordinance This agreement shall become null and void at the time Auburn has water available through its own system to serve these properties The City of Bonney Lake shall use reasonable effort to provide a regular uninterrupted supply of water to Auburn Bonney Lake shall not be liable for any shortage or interruption in delivery of water In addition Bonney Lake shaI not be liable for any failure interruption or shortage of water or any loss or damage resulting therefrom occasioned by any cause beyond the control of the City 11 Auburn shall be a customer of Bonney Lake andshallbegiven the same consideration as any other customer under the iys rules regulations and Municipal Codes for domestic service only 12 This Agreement to provide water services by Bonney Lake shall continue from year to year on the anniversary date of the later approval date shown below unless notice of intent not to renew this Agreement is provided by the Mayor of the City of Bonney Lake in writing to the Mayor of the City of Auburn on or before the anniversary date CITY OF AUBURN MAYOR CITY OF BONNEY LAKE APPROVED AS TO FORM ATTEST City Clerk City of Auburn PPROVED AS TO FORM Acting City Attorney City of Auburn RES No 2551 Exhibit A Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RESOLUTION NO 2721 A RESOLUTION OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK OF THE CITY OF AUBURN TO EXECUTE INTERLOCAL AGREEMENT NO 2 FOR THE LEA HILL INTERTIE PROJECT BETWEEN THE COVINGTON WATER DISTRICT KING COUNTY WATER DISTRICT 111 AND THE CITY OF AUBURN THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREBY RESOLVES THAT SECTION 1 The Mayor and City Clerk of the City of Auburn Washington are hereby authorized to execute Interlocal Agreement No 2 for the Lea Hill Intertie Project between the Covington Water District King County Water District 111 and the City of Auburn A copy of said Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 2721 August 20 1996 Page 1 CITY ATTORNEY City of Auburn Z5 W Main Auburn WA 98001 2O6 9313030 Interlocal Agreement 2 for the Lea Hill Intertie Project between Covington Water District King County Water District 111 and the City of Auburn II Project Title Lea Hill Intertie consisting ofconstruction and operation ofpiping pumpstationsmetersandsourcefacilitiesforawatersupplyintertiebetweentheCityof Auburn Auburn Covington Water District CWD and King County Water District111WD111jointlytermedtheParticipantsTheprojectfacilitiesareasshownonExhibitAFacilitiesPlan General mo Do F G This Interlocal Agreement 2 IA2 is consistent with the Joint OperatingAgreementJOAoftheSouthKingCountyRegionalWaterAssociation SKCRWA dated 26 July 1995 There is an immediate need to provide for additional water supply to meet the needs ofCWD and WD111 and meet the emergency needs ofAuburn Performance by Auburn under IA2 shall be subject to its preexisting contractual andor water supply obligations to Algona Kent Muckleshoot Indian Tribe and Pacific Future Interlocal Agreements shall be subject to the terms and conditions of IA2 It is the intent ofAuburn to create a first in time first in service approach to wholesale ofwater within the limitations ofAuburns water rights andor supply capacity Auburn has the necessary water system capacity to meet a portion ofthe near term interruptable public water supply needs of CWD and WD111 CWD and WD111 have the necessary system capacity to meet a portion ofthe emergencyneedsofAuburn Each Participant desires to develop firm supplies to meet long term continuingneeds Each Participant hereby identifies its authorized representative as the General Manager of CWD the General Manager ofWD111 and as the City Engineer ofAuburn For wholesale water purposes per Section 4 C ofthe JOA the followingintertiesexistorareexpectedtoexistinthenearfuturefortheParticipants to IA2 1 of6 EXHIBIT A CITY OF AUBURN RESOLUTION NO 2721 ADOPTED 090396 III CWD a b c d e f Auburn future Black Diamond future Tacoma future King County Water District 94 future WD 111 and Cedar River Water and Sewer District WDlll a Auburn b CWD c Kent and d Soos Creek Water and Sewer District oAuburn a Algona b Kent c WDlll d Pacific e Bonney Lake f Lakehaven Utility District future g Muckleshoot Indian Tribe future and g CWD future Interlocal Agreement No 1 132nd Avenue Interim Intertie Project dated 7 November 1995 is terminated by mutual agreement ofthe WD111 and Auburn upon completion ofthe improvements described in Exhibit B ofthis IA2 Description ofProject mo The project facilities are generally described in the Engineering Report prepared by EES dated September 1995 and any subsequent amendments thereto The project includes design construction and operation offacilities to provide water as follows Year Auburn CWD WD111 Total Maximum Maximum Day Maximum Day Maximum Day Day Demand Demand Demand Demand mgd mgd mgd mgd 1998 20 10 20 50 2000 20 15 25 60 2002 20 25 25 70 2005 20 25 25 70 2010 20 25 25 70 2 of6 EXHIBIT a CITY Of AUBURN RESOLUTION NO 2721 ADOPTED 090396 IV VI Additional water may be available as mutually agreed to by the Auburn CityCouncilandtheBoardofCommissionersofeitherDistrictWateristobe provided from the Auburn system to the Lea Hill Reservoir Site and then to the pipeline on 132d SE running north to the Districts The project will provide for flow control facilities as necessary and a master meter which will be used to measure the water supplied The reverse order is used for water to be providedfromtheDistrictstoAuburn Co Respective Facility Ownership Capacity Rights and responsibility for operation maintenance and renewal andor replacement rr are as described in Exhibit B Operational parameters shall be as defined in Exhibit C ProjectCriteria D Auburn will design construct and maintain the facilities constructed under IA2 in accordance with reasonably accepted water utility standards for similar municipal water utilities Facilities will be designed in compliance with the Citys adopted design standards as described in the 1995 Comprehensive Water Plan E The participants agree that an independent Value Engineering Analysis will be done at the 75 percent design level Project Costs A The project costs are estimated as shown on Exhibit D Project Cost Final project costs shall be reviewed and approved by the Participants The Participants shall maintain individual cost records on their expenses for the project Auburn will retain a consultant to maintain total cost records for the project B Costs associated with the development ofnew water sources will be shared based on the basis quantity ofwater each Participant is allocated from the sources Project Financing The Participants shall fully finance and pay for their proportionateshareasshowninExhibitDProjectCostTheDistrictsshalldepositfundswith Auburn to perform the project work for the proposed facilities in accordance with the schedule shown in Exhibit E Project Schedule Service Charges mo Auburn has prepared a Cost of Service Study to determine the cost ofservice to its customers A customer classification for wholesale has been created and rates for service charges shall be based on a rate study for the wholesale customer classification Auburn will regularly update the cost ofservice analysis Wholesale water rates will be based on costs ofproviding the service Cost ofdeveloping the initial Cost of Service Study and Rate Study will be included within the project costs 3 of 6 EXHIBIT A CITY OF AUBURN RESOLUTION NO 2721 ADOPTED 090396 VII VIII WD111 and CWD shall provide a rate to Auburn to be applied for emergencyservicechargesSuchrateshallbebasedoncostsofprovidingtheserviceor in the interim until a Cost ofService Rate Study is completed shall be equal to orlessthanAuburnscurrentwholesalerate Adjustments to the service charges will be made in accordance with Section 4H ofthe JOA Project Coordination mo The Participants shall meet monthly for project coordination or more frequently as needed Bo Auburn will retain a consultant to be the overall Project Coordinator Assignment ofresponsibilities to the Project Coordinator shall be by agreementoftheParticipantsauthorizedrepresentatiVes Co The Participants shall be responsible for design construction management and commissioning offacilities to be constructed in conformity to facilityownershipResponsibilitiesmaybeassignedotherwisebyagreement ofthe Participants authorized representatives Conditions of Service mo Auburn does not presently have the necessary capacity iewater supply andor water rights to guarantee delivery of firm uninterruptible water It is acknowledged and agreed that in the event Auburn experiences any failure or decreased capacity for any reason or increased demand within its retail service area the supply to the Districts may be immediately reduced or stopped under such conditions at the sole discretion ofAuburn The Districts agree that Auburn may take such action irrespective of any cost investment in capacity or other reliance which may have been placed upon the intertie facilities and interruptible water supply referenced in this IA2 Bo The Districts specifically acknowledge and agree that failure ofAuburn to obtain additional primary water rights in excess ofAuburn needs shall be cause for not bringing the Districts on a par with Auburn customers For purposes ofthis IA2 on par shall mean Upon receiving new primary water rights for additional water sources in the amount of at least 7 mgd the quantities ofwater described in paragraph III B the Districts will be served on the same basis and with the same reliability as service is provided to Auburns retail customers and Auburn will include the maximum total quantity ofwater cited in paragraph III B in all of its water system planning as ifthe quantity was served to direct service customers and any curtailment restrictions or limitations on delivery would be on the same basis as curtailment restrictions or limitations on delivery to retail customers 4 of 6 EXHIBIT A CITY OF AUBURN RESOLUTION NO 2721 ADOPTED 090396 IX XI The Participants will proceed with development and implementation of projectsinaccordancewiththeprojectscheduleshowninExhibitEtoincreasefirm system capacity and a wholesale supply capacity as described in paragraph III B designed to ensure service to the Districts It is anticipated the necessaryprojectsrequiredtoprovidefirmsupplywillbeproposedwellsnumbers6and 7 described in the Citys 1995 Comprehensive Water Plan The City has obtained Supplemental Water Rights for the proposed wells numbers 6 and 7 It is the intent ofthe Auburn to obtain Primary Water Rights for wells number 6 and 7 and additional new wells ifrequired sufficient to provide the quantities of water described in paragraph III B which shall bring the Districts on a par with Auburn customers It is the intent ofAuburn to provide the water described in paragraph III B whenever it is available subject to the limitations described in paragraphs VIII A and B Auburn shall use reasonable diligence and best efforts to provide immediate notice in the event it becomes aware that it may not be able to fulfill the requirements of paragraph III B for any reason Term of Duration ofAgreement This IA2 shall remain in full force unless terminated by mutual agreement ofthe Participants Amendments This IA2 may be amended only in writing by agreement signed by the Participants The authorized representatives shall have authority to updhte exhibits attached hereto The exhibits shall be updated andor revised only upon written agreement signed by the Participants authorized representatives Updates must be ratified by Auburns City Council Dispute Resolution Should a dispute arise between the participants regarding the technical aspects of the planning design construction funding or operation ofthe facilities contemplated under IA2 the authorized representatives ofthe participants as defined in paragraph II E shall meet and select two persons who along with the authorized representatives of the participants will form a dispute resolution panel to resolve the dispute Should the dispute resolution panel not be able to reach a mutually satisfactory resolution the dispute will be resolved as described below Legal disputes between the participants to IA2 shall be resolved through the use ofmediation by a mediator mutually acceptable to the participants with each participant agreeing to equally share the cost ofthe mediator Should the participants not be able to satisfactorily resolve the dispute through mediation the forum for resolution shall be King County Superior Court The substantially prevailing party will be entitled to attorney fees and costs EXHIBIT A 5 o6 CITY OF AUBURN RESOLUTION NO 2721 ADOPTED 090396 XII Hold Harmless Each Participant agrees to indemnify and hold harmless the other participant from and against any loss cost damage or expense ofany kind and naturearisingoutofinjurytopersonordamagetopropertyinanymannercausedbythe negligent act or omission ofthe indemnified individual participant in the performance of its work pursuant to or in connection with this IA2 XIII Severability If any provision ofthis IA2 is invalid or unenforceable the remainingprovisionsshallremaininforceandeffect IN WITNESS WHEREOF tthe Participants hereto have caused this IA2 to be executed by their proper Officers on the fl day of7b4aer1996 City ofAuburn Title Attest By Title Date Covington Water District King County WaXerDistrict 111 6 of6 EXHIBIT A CITY Of AUBURN RESOLUTION NO 2721 ADOPTED 090396 ii 3 Exhibit A Facilities Plan Continued Exhibit A Update Approval Aubum CWD 4z Auburn WDlll Dated Dated Dated Dated Dated Dated Auburn CWD WD111 Dated Dated Dated 8 of 13 Exhibit B Facility Ownership Capacity Rights Operation MaintenanceandRenewalandReplacementResponsibilities to Interlocal Agreement 2 for Lea Hill Interti Project Operation MaintenanceFacilityLocationFacilityCapacityRightsRenewalReplacementOwnershipResponsibilityNewLeaHillPumpGreenRiverRoadAuburnWD11125MGDAuburnStationI04thSECWD25MGDLeaHillBoosterPumpLeaHillReservoirSiteAuburnWD111andCWDAuburnStation95 Auburn 5 note 2FlowControlTelemetryLeaHillReservoirSiteAuburnWD111andCWD Auburn 95 Auburn 5 note 2MeterStationIntersectionof132naSEAuburnWDII1andCWD AuburnandSE288thStreet95 Auburn 5 note 216inchWaterlineGreenRiverRoad26aAuburnNote3 AuburnNEto104thSE 16inchGreen River Under Green River at Auburn Note 3 Auburncrossing26ndNE 16inch Waterline 104th SE NE 8to Auburn Note 3 AuburnGreenRiverRoad 20inchWaterline SE 304 New Lea Hill Auburn Note 3 AuburnPumpStationto116thSE Well 6 City Auburn Note 3 AuburnWell7CityAuburnNote3Auburn16inchWaterlineKStreetSE22nStreetAuburnNote3AuburnPRVSEto21stStreetSE 12inch Waterline M Street SE Well I to Auburn Note 3 Auburn6thStreetSE 12inchWaterline 6th Street SE M Street Auburn Note 3 AuburnSEtoFStreetSE 12inch Waterline F Street SE 6m Street SE Auburn Note 3 Auburn to 2n t Street SE Note 2 Auburn capacity right is in recognition of the emergency capability of the facilityNote3Capacityrightisnotspecifictofacilityhoweverparticipationinconstructingthe facility providescapacityrightto5MGDfromAuburnswatersystem EXHIBIT A CITY Of AUBURN RESOLUTION NO 2721 ADOPTED 09103196 Exhibit B Facility Ownership Capacity Rights Operation Maintenance and Renewal and Replacement Responsibilities Continued Exhibit B Update Approval 1 Auburn CWD WDlll Dated Dated Dated Auburn CWD WDlll Dated Dated Dated Auburn CWD WDlll Dated Dated Dated EXHIBIT a CITY Of AUBURN RESOLUTION NO 2721 ADOPTED 090396 Exhibit C Project Criteria to Interloeal Agreement 2 for Lea Hill Intertie Project Project Criteria Waterlines shall be sized as shown on Exhibit A No storage shall be included in the project All storage required to enable the Districts to optimally use facilities constructed shall be provided by the Districts Pumping Facilities shall be constructed to provide flow rates as described in paragraph III B The New Lea Hill Pump Station is to operate at design capacity with one pump in standbymode The Lea Hill Booster Pump Station is to operate at design capacity with one pump in standby mode Pump Stations to be designed with single speed pumps Emergency Power not provided at pump stations Flow rates to the Districts from Auburn through the facilities shall be set for constant flow for full 24 hour periods subject to reasonable hydraulic and mechanical tolerances The Districts will notify AUburn by 900AM if the District requests adjustment of the desired pumping rate for the following day except in case ofan emergencyIntheeventAuburndesiresemergencywaterfromtheDistrictstheDistrictswill provide Auburn a daily estimate ofthe volume ofwater which will likely be available during the following 24 hour period Exhibit C Update Approval 1 Auburn Dated Dated WDlll Dated Auburn CWD WDlll Dated Dated Dated EXHIBIT A CITY OF AUBURN RESOLUTION NO 2721 ADOPTED 090396 Exhibit D Project Costs to InteHocal Agreement No 2 for Lea Hill Intertie Project Total Est Auburn Cost W13111 Cost CWD CostDescriptionCostPercentCostPercentCostefCostINSIDEAUBURN PIPING 20 along 304th from Pump Station to 570000 10 57000 45 256500 45 256500116thAveSEW105106 16 on approx 26th from 1to Pump Station 395000 20 79000 40 158000 40 158000urderGreenRincicrossingWS102103 16 east of Green River from 8thSt 535000 20 67000 40 134000 40 134000toPumpStationW101 Meter Station 132nd SE andSE 288th 35000 5 1750 475 16625 475 1662512MStreetfromWell1to6thStreetSEWS110120000560004755700047557000126thStreetSEfromMStreettoFStreetWS111WS11214000057000475665004756650012FStreetfrom6thStreetto2ndStreetSEWS11385000542504754037547540375KStreetParallelpipelineandPRYWS11465000532504753087547530875PIPINGSUBTOTAL1745000225250759875759875PUMPSTATIONS Green River Pump Station W104 350000 10 35000 45 157500 45 157500IntertiePumpStationWS107245000512250475116375475116375PUMPSTATIONSSUBTOTAL59500047250273875273875NEWSUPPLYFACILITIES Onll and Develop Well 6 andWell157 7 mgd t1250000 286 357143 357 446429 357 446429S106S108S109S110 TOTAL ESTIMATED CONSTRUCTION COST 3590000 175 629643 412 1480179 412 1480179PRELIMINARYPROJECTCOSTS Cost of Service Study Rate Study 41000 622 25502 189 7749 189 7749ConsultantSrevicesJan91toDec94 Feasibility Studies andWaterRights Analysis 41522 333 13841 333 13841 333 13841DevelopmentofInterlocelAgreement9406333313533331353333135FinalEngineeringRepo7198175126241229684122968PRELIMINARYPROJECTCOSTSSUBTOTAl99126437402789327893AILLIEDCOST Contingency 150 538500 175 94446 412 222027 412 222027StateSalesTax8229438017551631412121375412121375EngineeringOesign65233350175409274129621241296212ConstructionEngineering75126925017547223412111013412111013Legal103590017562964121480241214802Fiscal103590017562964121480241214802Administration2071800175125934122960441229604PermitsAgencyApprovals30107700175188894124440541244405EngineenngSurveys2589750175157414123700441237004LandROW33118470175207784124884641248846TOTALALLIEDCOST5001795000314821740089740089TOTALPROJECTCOST548412698820522479602247960 Exhibit D Uldateaoproval 1 Auburn Dated 2 Auburn Dated CWD Dated CWD Dated WD111 Dated WD1 11 Dated EXHIBIT A CITY OF AUBURN RESOLUTION NO 2721 ADOPTED 090396 Total lea Hill Inlertie Project Costs 5484126 Sgg44190 23s235746 82 803181 383380s263 Fxhlbl D UPdate IDOtoval I Data tu 12 Auburn Date Date C I CWD Date D 7 D Exhibit E Project Schedule to Interlocal Agreement 2 for Lea Hill Intertie Project Activity Date Execute IA2 Rates for service charges provided CWD and WD 111 deposit to Auburn CWD and WD111 deposit to Auburn CWD and WD111 deposit to Auburn CWD and WD 111 deposit to Auburn CWD and WD111 deposit to Auburn each to provide 200000 each to provide 200000 each to provide 400000 each to provide 500000 each to provide 500000 Complete Construction ofWells 6 and 7 CWD and WD111 each to provide 600000 deposit to Auburn Complete River Crossing CWD and WD111 deposit to Auburn CWD and WD111 deposit to Auburn CWD and WD111 deposit to Auburn each to provide 500000 each to provide 350000 each to provide 350000 Complete Construction ofWaterlines and Pump Stations Commissioning September 3 1996 September 15 1996 October 15 1996 January 10 1997 April 25 1997 July 6 1997 January51998 January151998 April61998 July 6 1998 July 6 1998 October 5 1998 May 71999 May 14 1999 May 28 1999 12 of 13 2 Activity Exhibit E Project Schedule Continued Date Interim Project Cost Accounting CWD and WD111 each to provide 200000 deposit to Auburn Balancing Payment per Interim Accounting Obtain Primary Water Rights for Wells 6 and 7 Final project Cost Accounting Final CWD and WD111 Balancing Payment to Auburn June 30 1999 July 5 1999 July 26 1999 January 3 2000 March 17 2000 April 17 2000 Exhibit E Update Approval 1 Aubu 2 Auburn Dated Dated Dated Dated CWD Dated WDlll Dated oAuburn CWD WDlll Dated Dated Dated REF HPROJPR61617E97954 13 of13 RESOLUTION NO 2 7 8 2 2 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN 4 WASHINGTON AUTHORIZING THE MAYOR TO EXECUTE A NEW FRANCHISE AGREEMENT BETWEEN THE CITY OF AUBURN AND KING COUNTY TO 5 CONSTRUCT OPERATE AND MAINTAIN A WATER SYSTEM IN COUNCIL DISTRICTS 7 9 AND 13 UNTIL YEAR 2021 AND A SHORT TERM FRANCHISE TO CONSTRUCT OPERATE AND MAINTAIN A SEWER SYSTEM IN 7 COUNCIL DISTRICT 7 9 AND 13 UNTIL MARCH 1998 8 9 THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A 10 REGULAR MEETING DULY ASSEMBLE HEREWITH RESOLVES THAT 11 12 13 SECTION 1 AGREEMENT The Mayor of the City of Auburn is 14 herewith authorized to execute a Franchise Agreement between 15 the City of Auburn and King County to construct operate and 16 maintain a water system in Council Districts 7 9 and 13 17 until year 2021 and a short term franchise to construct18 19 operate and maintain a sewer system in Council Districts 79 20 and 13 until March 1998 A copy of said Agreement is 21 attached hereto denominated as Exhibit A and a copy of 22 King County Ordinance No 12473 approving the franchise is 23 24 25 26 Resolution No 2782 November 14 1996 Page 1 attached hereto denominated as Exhibit B and made a part 2 hereof as though set forth in full herein 4 5 SECTION 2 AUTHORIZATTON The Mayor is hereby 6 authorized to implement such administrative procedures as may 7 be necessary to carry out the directires of this iegislation 8 d ofl19DATEDandSIGNEDthisay96 9 10 CITY OF AUBURN 11 12 CHARLES A BOOTH 4 MAYOR ATTEST 15 Robin Wohlhueter 18 City Clerk 9 APPROVED AS TO FORM 20 r 22 Michael J Reynolds 23 City Attorney 24 25 26 Resolution No 2782 November 14 1996 Page 2 12473 FRANCHISE NO In the matter of the application for a franchise to operate maintain repair and construct water mains and service lines and appurtenances in over along and under County roads and rightsofway in King County Washington The application of the CITY OF AUBURN for a franchise to operate maintain repair and construct water mains and service lines and appurtenances in over along and under County roads and r hisofway located within the area described in attached Exhibit A has been heard on this0fdayof5pTtynlr19eAllofthepropertydescribedinExhibitAlies outside the limits of any incorporated Town or City Legal notice of the franchise application and of the hearing has been given as is required bylaw The King County Council having considered the interests proposed and advanced and finding that the granting of this franchise is in the public interest ORDERS that a franchise be granted to the CITY OF AUBURN the Grantee subject to the conditions set forth in Exhibit B attached hereto this franchise and Ordinance NoqT This franchise grants the right privilegeauthorityandfranchisetooperatemaintainrepairandconstructmainsandservicelinesand appurtenances as a part of its distribution system in over along and under County roads and rightsofway located within the area described inExhibitA This franchise is granted subject to all of the terms and conditions contained heren within Ordinance No Exhibit Band shall expire in twentyfive years on f3 20 KING COUNTY WASHINGTON BY TITLE The undersigned accepts all the rights privileges and duties of this franchise subject to all terms conditions stipulations and obligations contained herein within OrdinanceI73and Exhibit CITY OF AUBURN GRANTEE TITLE Dated this codday of 0LgO Vc 19 q 1247 3 Exhibit A Beginning at the northwest comer of the George E King Donation Land Claim No 40 situate in Section 31 Township 22 North Range 5 East WM also known as the southeast corner of the R H Beatty Donation Land Claim No 37 and No 44 situate in Section 31 Township 22 North Range 5 East WM and in Section 36 Township 22 North Range 4 East WM Thence westerly along the south boundary of said R H Beatty Donation Land Claim No 37 and 44 and the south boundary of the John M Thomas Donation Land Claim No 42 situate in Section 36 Township 22 North Range 4 East WM to the easterly boundary of the corporate city limits of the City of Auburn as described in the City of Auburn annexation Ordinance No 4770 Thence northerly along said easterly boundary of the corporate city limits 495 feet thence easterly along a line parallel with said south boundary of the John M Thomas Donation Land Claim No 42 an the south boundary of said R H Beatty Donation Land Claim No 37 and 44 to the east boundary of said R H Beatty Donation Land Claim No 37 and 44 Thence easterly along a line parallel with and 495 feet north measured at right angles of the north boundary of said George E King Donation Land Claim No 40 and along said parallel line extended easterly to the thread of the Green River Thence southerly along said thread of the Green River to the north boundary of said George E King Donation Land Claim No 40 extended easterly thence westerly to the point of beginning Together with Beginning with the northwest corner of Section 5 Township 21 North Range 5 East WM Thence easterly along the north boundary of said Section 5 to the thread of the Green River as described in the City of Auburn Annexation Ordinance No 2511 Thence southerly along said thread of the Green River to the south boundary of Government No 4 situate in Section 5 Township 21 North Range 5 East WM extended westerly Thence easterly along said south boundary to the easterly margin of the Green River Road and the westerly boundary of the City of Auburn Annexation No 4710 Thence northerly along said westerly boundary of the City of Auburn Annexation No 4710 to the north boundary of the south 3000 feet of Section 32 Township 22 North Range 5 East WM Thence westerly along said north boundary to said thread of the Green River as described in the City of Auburn Annexation Ordinance No 2511 Thence southerly along said thread of the Green River to said north boundary of Section 5 Together with Beginning at the southwest corner of the S E 14 of the S W 14 of Section of Section 32Township22NorthRange5EastWMThencenortherlyalongthewestboundaryofsaidSE 14 of the S W 14 of Section 32 to the north boundary of the South 3000 feet of said Section 32ThenceeasterlyalongsaidnorthboundaryofSection32andalongthenorthboundaryofthesouth 3000 feet of Section 33 Township 22 North Range 5 East WM to the west boundary of the east 285 feet of the S W 14 of said Section 33 as measured along the south boundary of said Section 33 Thence southerly along said west boundary to said south boundary of Section 33 Thence southerly along a line parallel with the east boundary of the West 12 of Section 4Township21NorthRange5EastWMThenceeasterlyparallelwiththenorthboundaryofsaid Section 4 a distance of 100 feet Thence southerly parallel with said east boundary of the West 12 of Section 4 a distance of 11400feet Thence easterly parallel with said north boundary of Section 4 a distance of 15500 feet to the west boundary of the east 3000 feet of said West 12 of Section 4 Thence southerly along said west boundary of the east 3000 feet to the south boundary of the North 12 of the South 12 of said Section 4 Thence easterly along said south boundary and alongthesouthboundaryoftheNorth12oftheSouth12ofSection3Township21NorthRange5 East WM to the northwesterly margin of Primary State Highway No 2 also known as State Route 18 Thence southerly and westerly along said northwesterly margin to the easterly corporate 3 12473 city limits of the City of Auburn Thence northerly and westerly along said easterly corporate citylimitsoftheCityofAuburntothesouthboundaryofGovernmentLotNo4inSection5 Township 21 North Range 5 East WM extended westerly Thence easterly to the southeast corner of said Government Lot No 4 Thence northerly to the point of beginningTogetherwith Beginning at the southwest corner of the N E 14 of the S W 14 of Section 21 Township 21 North Range 5 East WM said point located on the easterly corporate city limits of the City of Auburn Thence northerly along said corporate city limits of the City of Auburn to the southeasterly margin of said Primary State Highway No 2 also known as State Route No 18 Thence northeasterly along said southeasterly margin to the thread of the Green River Thence southeasterly along said thread of the Green River to the east boundary of Section 26 Township 21 North Range 5 East WM Thence southerly along said east boundary of Section 26 and southerly along the east boundary of Section 35 Township 21 North Range 5 East WM to the southeast corner of said Section 35 Thence westerly along the south boundary of said Section 35 to the thread of the White River and the easterly corporate city limits of the City of Auburn Thence north and westerly along said easterly corporate city limits of the City of Auburn to the point ofbeginning Together with Beginning at the southwest corner of Section 36 Township 22 North Range 4 East WM Thence northerly along the westerly boundary of said Section 36 to the northerly margin of South 277th Street also known as 52nd Street N W which is the southerly corporate limits of the City of Kent Thence easterly along said northerly margin of South 277th Street and along the southerly corporate limits of the City of Kent and along the northerly corporate limits of the City of Auburn to the westerly margin of Auburn Way North Thence southeasterly along said westerly margin 2100 feet more or less to the westerly corporate city limits of the City of Auburn as described in the City of Auburn Ordinance No 2511 Thence southerly along said westerly corporate city limits to the southerly boundary of the W A Cox Donation Land Claim No 38 and 41 Thence westerly along said southerly boundary to the easterly boundary of the Plat of White River Valley Home Tracts as recorded in Volume 13 of Plats Page 17 records of King County Washington Thence northerly along said easterly boundary of the Plat of White River Valley Home Tracts to the northeast corner of Tract 20 of said Plat of White River Valley Home Tracts Thence westerly along the north boundary of said Tract 20 to the westerly margin of 80th Avenue South Thence southerly along said westerly margin of 80th Avenue South to the southerly boundary of Section 36 Township 22 North Range 4 East WMThence westerly to the point of beginning Less that portion of the above described franchise areas lying within the corporate city limits of the City of Auburn Washington and less that portion of the above described franchise areas lyingwithinthecorporatecitylimitsoftheCityofKentWashington 4 12473 EXHIBIT BTERMS AND CONDITIONS APPLICABLE TO UTILITIES FRANCHISES GRANTED BY KING COUNTY THIS FRANCHISE is subject to the following terms and conditions 1 DEFINITIONS References to any County official or office also refers to any office that succeeds to any or all of the responsibilities of the named office or official References to laws or applicable laws include federal state and local laws and regulations adopted pursuant to those laws unless otherwise stated references to laws include laws now in effect as the same may be amended from time to time during the operation of this franchise In addition the following definitions shall apply Cable Services The term Cable Services is used as defined in 47 United States Code 522 5 as amended Cable System The term Cable System is used as defined in 47 United States Code 522 6 and King County Code 6a010 J as amended County Road RightsofWay The term County Road RightsofWay includes any road street avenue or alley located within the area described in the attached Exhibit A it does not include recreational or nature trails except where the trails intersect or are within roads streets avenues or alleys Director The term Director refers to the chief executive of the King County Department of Transportation Grantee The term Grantee refers to the CITY OF AUBURN its successors and those assigneesapprovedpursuanttoparagraph16herein Utility The term utility refers either to the Grantee or depending on the context to any other person firm or corporation public or private which may hold a franchise to maintain and operatesimilarfacilitiesinunderoveracrossandalonganyoftheCountypropertydescribedinExhibit Council The term Council refers to the King County Council acting in its official capacityOtherGoverningBodyThetermOtherGoverningBodyreferstoanypublicofficialorother public board or body as may have the power and jurisdiction to permit or regulate the installation and maintenance of utilities and other facilities in under over across and along any of the county property described in Exhibit A 5 12478 2 ACCEPTANCE BY GRANTEES OF TERMS AND CONDITIONS The full acceptance of this franchise and all of its terms and conditions shall be filed with the Clerk of the Council within fortyfive 45 days from 19 by the Grantee Full acceptance of this franchise is a condition precedent to its taking effect and unless this franchise is accepted within the time specified this grant will be null and void and have no force or effect 3 NONEXCLUSIVEFRANCHISE This franchise is not exclusive It does not prohibit King County from granting franchises for other public or private utilities in under over across and along any County property including Countyroadrightsofway This franchise does not prevent or prohibk King County from constructing altering maintaining or using any County road rightsofway covered by this franchise King County retains full power to make all changes relocations repair maintenance etc as it may deem fit 4 JURISDICTION This franchise is intended to convey limited rights and interest only as to those roads and rights of way in which King County has an actual interest It is not a warranty of title or of interest in County road rightsofway Whenever any of the County road rightsofway as designated in this franchise by reason of the subsequent incorporation of any Town or City or extension of the limits of any Town or City shall later fall within the City or Town limits this franchise shall continue in force and effect until such time as the incorporation andor annexation is complete according to applicable State law after which time the County will no longer have any responsibility for maintenance of any County roads rightsofway or other County property within the area of annexationincorporation None of the rights granted to the Grantee shall affect the jurisdiction of King County over CountyroadrightsofwayortheCountyspowertoperformworkuponitsroadwaysrightsofwayor appurtenant drainage facilities including by conswucting altering renewing paving wideninggradingblastingorexcavating All of the rights herein granted shall be subject to and governed by this franchise providedhoweverthatnothinginthisfranchisemaybeconstruedinanywayaslimitingKingCountysrightstoadoptordinanceswhicharenecessarytoprotectthehealthsafetyandwelfareofthe general public 5 REGULATION OF USE AND CONTROL This franchise does not deprive King County of any powers rights or privileges it now has or maylateracquireinthefuturetoregulatetheuseofandtocontroltheCountyroadrightsofwaycoveredbythisfranchise 12473 This franchise authorizes the use of County rightsofway solely for the delivery by the Grantee of natural gas to it customers Additional uses of County rightsofway by the Grantee including for cable communication services shall fwst require a separate franchise from King County which conforms to the requirements of KCC 627 as amended or KCC 627A as amended and other applicable law Any use of the Granteesequipment of facilities in County rightsofway by others including for telecommunication or cable communication services is prohibited unless separately authorized and approved in writing by King County The Grantee agrees that prior to authorizing any person to use the Granteesequipment or facilities located in County rightsofway the Grantee will requiretheusertoprovidetheGranteewithanaffidavitthatithasobtainedthenecessaryfranchiseorother approval from the County to operate and provide the proposed service in County rightsofway At least thirty 30 day prior to executing any agreement with a potential user for the use of the Granteesequipment or facilities the Grantee shall fax the affidavit to the King County Office of Cable Communication at 2062960842 6 EMINENT DOMAIN This franchise and the limited rights and interests for the operation maintenance repair and construction of Grantees transmission and service lines and appurtenances are subject to the exercise of eminent domain In the event of an exercise of eminent domain by King County the value to be atlributed to all the rights and interests granted under this franchise shall not exceed the actual amount the Grantee paid to King County in obtaining this franchise 7 ENFORCEMENT Failure of King County on one or more occasions to exercise a right or to require compliance or performance under this franchise or any applicable law shall not be deemed to constitute a waiver of such right or a waiver of compliance or performance unless such right has been specificallywaivedinwritingFailureofKingCountytoenforceorexerciseitsrightsunderanyprovisionof this franchise or applicable law does not constitute a waiver of its rights to enforce or exercise a right in any other provision of this franchise or applicable law 8 INDEMNITY AND HOLD HARMLESS The Grantee agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under law Accordingly the Grantee agrees for itself its successors and assigns to defend indemnify and hold harmless King County its appointed and elected officials and employees from and against liability for all claim demands suits and judgments including costs of defense thereof for injury to persons death or property damage which is caused by arises out of or is incidental to Granteesexercise of rights and privileges granted by this franchise The Granteesobligations under this section shall include a Indemnification for such claims whether or not they arise from the sole negligence of the Grantee the concurrent negligence of both parties or the negligence of one or more third parties b The duty to promptly apttender of defense and provide defense to the County at the Granteesown expense 12473 c Indemnification of claims made by the Granteesown employees or agents d Waiver of the Granteesimmunity under the industrial insurance provisions of Title 51 RCW which waiver has been mutually negotiated by the parties In the event it is necessary for the County to incur attorneysfees legal expenses or other costs to enforce the provisions of this section all such fees expenses and costs shall be recoverable from the Grantee In the event it is determined that RCW 424115 applies to this franchise agreement the Grantee agrees to defend hold harmless and indemnify King County to the maximum extent permitted thereunder and specifically for its negligence concurrent with that of King County to the full extent of Granteesnegligence Grantee agrees to defend indemnify and hold harmless the County for claims by Granteesemployees and agrees to waiver of its immunity under Title 51 RCW which waiver has been mutually negotiated by the parties King County shall give the Grantee timely written notice of the making of any claim or of the commencement of any such action suit or other proceeding covered by the indemnity in this section In the event any such claim arises the County or any other indemnified party shall tender the defense thereof to the Grantee and the Grantee shall have the duty to defend settle or compromise any claims arising hereunder and the County shall cooperate fully therein Notwithstanding the above the County shall have no obligation to tender a defense as a condition of the indemnity where there is a material conflict between the interests of the Grantee and King County 9 VACATION If at any time King County vacates any County road rightsofway covered by this franchise King County will not be held liable for any damages or loss to the Grantee by reason of such vacation King County may after giving thirty 30 days written notice to the Grantee terminate this franchise with respect to any County road rightsofway vacated 10 REPAIR REMOVAL OR RELOCATION The Grantee hereby covenants at its own expense to repair remove or relocate existing facilities including all appurtenant facilities and service lines connecting its system to users within KingCountyroadrightsofwayifsuchrepairremovalorrelocationisrequiredbyKingCountyfor any County road purpose Such repair removal or relocation shall not be unreasonably required The grantee shall at no expense to the County adjust remove or relocate existing facilities within County road rightsofway including all appurtenant facilities and service lines connecting its system to users if the County determines such adjustment removal or relocation is reasonably necessary to allow for an improvement or alteration planned by the County in such road rightof way The County shall give the Grantee written notice of such requirement as soon as practicable at the beginning of the predesign stage for projects that are part of the Countys capitalimprovementprogramincludingsuchavailableinformationasisreasonablynecessaryforthe Grantee to plan for such adjustment removal or relocation 8 12473 For projects that are a part of the Countyscapital improvement program in addition to any other notice given to the Grantee the County shall provide a vertical and horizontal profile of the roadway and drainage facilities within it both existing and as proposed by the County and the proposed construction schedule notwithstanding any permit conditions that may later be applied to the County project this initial design information shall be given at least 180 days before construction is scheduled to begin except in cases of urgent construction or emergencies The Grantee shall respond to this notice and to any later notices of revised designs based on permitconditionswithinnomorethanthirty30daysbyprovidingtotheCountythebestavailable information as to the location of all of the Granteesfacilities including all appurtenant facilities and service lines connecting its system to users and all facilities that it has abandoned within the area proposed for the public works project The County shall offer the Grantee the opportunity to participate in the preparation of bid documents for the selection of a contractor to perform the public works project as well as all required adjustments removals or relocations of the Granteesfacilities Such bid documents shall provide for an appropriate cost allocation between the parties The County shall have sole authority to choose the contractor to perform such work The Grantee and the County may negotiate an agreement for the Grantee to pay the County for its allocation of costs but neither party shall be bound to enter into such an agreement Under such an agreement in addition to the Grantees allocation of contractor costs the Grantee shall reimburse the County for cost such as for inspections or soils testing related to the Granteeswork and reasonably incurred by the County in the administration of such joint construction contracts Such costs shall be calculated as the direct salary cost of the time of County professional and technical personnel spent productively engaged in such work plus overhead costs at the standard rate charged by the County on other similar projects including joint projects with other County agencies 11 REOUIREMENT OF CONSTRUCTION PERMITS The Grantee its successors or assigns has the right privilege and authority to enter the Countyroadrightsofwayforthepurposeofoperatingmaintainingrepairingorconstructionits transmission and service lines and appurtenances on the condition that it obtains permits approvedbytheDirectorandPropertyServicesDivisionandwhenapplicablebytheDepartmentof Development and Environmental Services Applications for work permits shall be presented to the Property Services Division which may require copies of plans blueprints crosssections or further detailing of work to be done In the event of an emergency the Grantee may immediately commence the necessary work and shall apply the next business day for the work permit AnyworkdonewhetherbyGranteeitscontractorsorthirdpartieswillincludenecessarypavingpatchinggradingandanyotherreasonablynecessaryrepairorrestorationtotheCountyroad rightsofway All work shall be done to the satisfaction of the Director All equipment lines and appurtenances which are used in the operation maintenance repair or construction of the Granteesservice and which are located within the County road rightsofwayshallbeconsideredtobepartoftheGranteessystemandshallbetheresponsibilityoftheGrantee All permits for the operation maintenance repair or construction of said system shall be appliedforandgiveninthenameoftheGranteewhowillberesponsibleforallworkdoneunderthe permit The Grantee remains responsible whether the work is done by the Grantee its contractors or by third parties 12473t The Grantee shall at no expense to the County assume the following obligations with respect to the facilities connected to its system that are within County road rightsofway and which it does not own including appurtenant facilities and service lines connecting its system to users a The Grantee shall apply for upon request and on behalf of the owner of the facilities a County rightofway construction permit for any repairs required for such facilities provided such owner agrees to reimburse the Grantee for all costs incurred by the Grantee and any other reasonable conditions the Grantee requires as a precondition to applying for the permit All work to be performed in the County rightofway shall comply with all conditions of the County permit and all applicable County requirements The Grantee may at its option perform any part of the repair with its own forces or requiretheownertoemployacontractorforthatpurposeprovidedsuchcontractorisapprovedby the County Co In the event that the County determines emergency repair of such facilities is necessary to halt or prevent significant damage to County road rightsofway or significant threats to the health safety and welfare ofparties other than the owner or the occupants of the building served by such facilities the Grantee shall take prompt remedial action to correct the emergency to the Countysapproval which the Countyshallnotunreasonablywithhold c When the County or its contractor provides notice to the Grantee pursuant to RCW 19122 of its intent to excavate within County road rightsofway the Grantee shall provide to the County or its contractor the best information available from the Granteesrecords or where reasonable from the use of locating equipment as to the location of such facilities including surface markings where these would reasonably be ofuse in the excavation If the Grantee fails to make good faith efforts to provide the above information within the deadlines provided by RCW 19122 the Grantee shall hold the County harmless for all reasonable costs that result from damage to such facilities if such damage occurs as a result of the failure to provide such information Nothing in this subsection is intended or shall be construed to create any rights in any third party or to form the basis for any obligation or liability on the part of the County or the Grantee toward any third party nor is anything in this subsection intended to be construed to alter the rights and responsibilities of the parties under RCW 19122 as amended 12 RESTORATION OF COUNTY ROAD RIGHTSOFWAY After work on under or adjacent to County road rightsofway the Grantee is responsible for and will leave all County road rightsofway in as good a condition as they were in before any work was done In the event that the Grantee its contractors or third parties working under permit should fail to restore County road rightsofway to the satisfaction of the Director King County may make such repairs or restorations as are necessary to return the County road rightsofway to its prework condition Upon presentation of an itemized bill for repairs or restorations includingthecostsoflaborandequipmenttheGranteewillpaythebillwithinthirty30daysIfsuitis brought upon the Granteesfailure to pay for repair and restoration and if judgment in such a suit is entered in favor of King County then the Grantee shall pay all of the actual costs includinginterestfromthedatethebillwaspresenteddisbursementsandattorneysfeesandlitigationrelatedcostsincurred l0 1247 319PEIORMANCEOFWORK The Grantee covenants that in consideration for the rights and privileges granted by this franchise all work performed by the Grantee on County road rightsofway shall conform to all County requirements including but not limited to the requirements of the current edition of the County Road Standards in force when the work is performed and all traffic control shall also conform to the current edition of the Manual of Uniform Traffic Control Devices in force when the work is performed 14 BLASTING REOUIREMENTS The right to operate maintain repair and construct Granteesdistribution and service lines and appurtenances granted by this franchise does not preclude King County its agents or contractors from blasting grading or doing other road work to the Granteeslines and appurtenances Except in the case of an emergency the Grantee will be given ten 10 business days written notice of any blasting so that the Grantee may protect its lines and appurtenances If the Grantee notifies the County within ten 10 business days that the facilities will have to be relocated to protect them from blasting the County will defer the blasting for up to ninety 90 days from the date of the original notice In no event will the Grantee be given less than two 2 business days written notice of any blasting Notification of any excavation shall be provided through the OneCall System as provided by RCW 19122 as hereinafter amended 15 SURVEY MARKERS AND MONUMENTS It shall be the responsibility of the Grantee performing any construction work in the County road rightsofway to restore any survey markers or monuments disturbed by such construction in accordance with RCW 5809130 and as bereinafter amended 16 ASSIGNMENT The Grantee shall not have the right to assign this franchise without the consera of the MetropolitanKingCountyCouncilgivenbyOrdinanceNoassignmentshallbeeffectiveunlessanacceptancebytheassigneeofallrightsconditionstermsprovisionsandresponsibilitiescontainedwithinthe franchise as well as surety bonds which the Council deems necessary to be posted are received Council approval of the assignment may be made subject to the assigneesacceptance of new or modified terms of the franchise 17 EXPIRATION AND RENEWAL To the extent described in Exhibit A all rights granted by this franchise to County road rightsof way outside incorporated Towns and Cities apply to all existing County road rightsofWayimprovedandunimprovedandtoallCountyroadrightsofwayacquiredbyKingCountyduring the term of this franchise If the Grantee has initiated a renewal of this franchise before it expires the County may at its sole discretion extend the term of the franchise on a month to month basis for up to one year Should the County elect to extend the franchise written notice shall be provided to the Grantee before the franchise expiration date If the Grantee has not applied for a renewal of this franchise before it expires King County has the right to remove or relocate any lines and appurtenances of the Grantee as is reasonably necessaryforthepublicshealthwelfaresafetyorconvenienceincludingbutnotlimitedtothesafe operation of County roads franchise holders or for the construction renewing altering or improving of any County road rightofway or for the installation of lines andor facilities of other franchise holders Grantee shall be liable for the costs incurred in any removal or relocation of its lines and appurtenances under this section Costs include the expense of labor and equipment Upon expiration of this franchise the Grantee shall continue to be responsible for the operation and maintenance of existing facilities in the County road rightsofway until removed assigned to another franchised utility or abandoned however the Grantee shall not have the right to provideadditionalservicesorconstructnewfacilitiesKingCountywillissuepermitsrequiredforthe repair and maintenance of the existing facilities in accordance with KCC 1444055 as mended and Section 11 of this franchise This section and sections 8 1013 and 15 of this franchise shall continue in force until such time as the lines are removed from County road rightsofway assigned to another franchised utility or abandoned in place with the approval of the Manager of the Department of Transportation Road Services Division 18 RESERVATION OF RIGHTS King County specifically reserves for itself the right to impose a utility tax on the Grantee if such taxing authority is granted by State of Washington and the local option is exercised by the King County Council King County also specifically reserves the right to exercise authority it has or may acquire in the future to secure and receive fair market compensation for the use of its property pursuant to an ordinance If King County elects to exercise such authority the fair market compensationrequirementforGranteeshallbeimposedbyordinancenotlessthanonehundredeighty180days after written notice Compensation Notice is delivered to the Grantee said Compensation Notice identifying with specificity the definition terms andor formula to be used in determining such fair market compensation Acceptance of King Countys definition terms andor formula identified in the Compensation Notice will occur if the Grantee accepts in writing within thirty 30 days of receipt of the Compensation Notice or if Grantee takes no action in writing within thirty 30 daysofreceiptoftheCompensationNoticeinwhichcasetheapplicableordinancethattheKingCountyCouncilpasseswillbedeterminative Nothing in this section shall be construed as an agreement by the Grantee of King Countysright to exercise authority it has or may acquire in the future to secure and receive fair market compensationfortheuseofpropertyNothinginthissectionshallbeconstruedtoprohibittheGranteefrom challenging in King County Superior Court or a court of competent jurisdiction the legality of such right Granteesrejection of the definition terms andor formula identified in the Compensation Notice will only occur if such rejection is in written form identifying with specificity the grounds for such rejection and delivered to King County within thirty 30 days after receipt of the CompensationNoticeinwhichcasethebelowidentifiedarbitrationtermswillapply 12 12473 a The Grantee and King County will select one arbitrator each and the two selected arbitrators will select a third arbitrator If the two arbitrators have not selected a third arbitrator within thirty 30 days after the selection of the last selection of the two either the Grantee or KingCountymayapplytothepresidingjudgeoftheKingCountySuperiorCourtfortheappointmentof a third arbitrator The three arbitrators will determine the method for determining the fair market compensation for the County property used by the Grantee The arbitration procedure employed shall be consistent with the rules and procedures of the American Arbitration Association The decision of a majority of the arbitrators will bind both the Grantee and King County At the conclusion of the arbitration the arbitrators will submit written reports to the Grantee and King County which shall contain all pertinent evidence that led to their conclusion together with an explanation of their reasoning for such conclusion b The fees of the arbitrators selected by each party shall be paid by that party and the fees of the third arbitrator shall be paid onehalfby the County and the Grantee The other costs of the proceeding shall be shared equally by the County and the Grantee c In event that the question of fair market compensation is not resolved prior to the effective date specified by the ordinance authorizing said compensation the arbitration decision will be applied retroactively to the effective date in the ordinance The Grantee will pay the retroactive sum plus interest in the amount of twelve percent 12 per annum Nothing in this franchise may be construed to limit the exercise of authority now or later possessed by the County or any other governing body having competent jurisdiction to fix just reasonable and compensatory rates or other requirements for services under this franchise Nothing in this section shall be construed to prohibit the Grantee from challenging in King County Superior Court or a court of competent jurisdiction the authority of the County or any other governing body to fix rates or other requirements for services 19 COMPLIANCE WITH LAWS Grantee shall conform to all applicable federal state and local laws and regulations including but not limited to the State Environmental Policy Act and King County environmental standards and ordinances 20 NONDISCRIMINATIONCLAUSE In all hiring or employment made possible or resulting from this franchise agreement there shall be no discrimination against any employee or applicant for employment because of sex sexual orientation age race color creed national origin marital status or the presence of any sensory mental or physical handicap unless based upon a bona fide occupational qualification and this requirement shall apply to but not be limited to the following employment advertising layoff or termination rates of pay or other forms of compensation and selection for training including apprenticeship No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this agreement on the grounds of sex sexual orientation race color creed national origin age except minimum age and retirement provisionsmaritalstatusorthepresenceofanysensorymentalorphysicalhandicap 13 12473 Any violation of this provision shall be considered a violation of a material provision of this agreement and shall be grounds for cancellation termination or suspension in whole or in part of the agreement by the County and may result in ineligibility for further County agreements The Grantee shall make the best efforts to make opportunities for employment andor contracting services available to women and minority persons The Grantee recognizes that King County has a policy of promoting afftrmative action equal opportunity and has resources available to assist Grantee in these efforts 21 PENALTY FOR VIOLATION OF CONDITIONS If the Grantee shall violate or fail to comply with any of the material terms conditions or responsibilities of this franchise through neglect or failure to obey or comply with any notice given the Grantee under the provisions of this franchise or if the Grantee abandons its franchise the Council may revoke this franchise King County shall give written notice of its intent to revoke this franchise A public hearing shall be scheduled within fortyfive 45 days following the notification The decision to revoke this franchise will become effective ninety 90 days following the public hearing if the County by ordinance finds A That the Grantee has not substantially cured the violation or failure to comply which was the basis ofthe notice or B that the violation or failure to comply which was the basis of the notice is incapable of cure or C that the Grantee has repeatedly violated or failed to comply with any of the material terms conditions or responsibilities of the franchise even though the individual violations have been cured and D that the revocation of the franchise is in the public interest During the fortyfive 45 days following the notification the Grantee shall have the opportunity to remedy the failure to comply 22 RIGHT OF APPEAL Decisions requirements or approvals of the Director are binding on the parties to this document Appeals from the Directors determinations will be made by filing a complaint with the KingCountySuperiorCourt 23 SEVERANCE This franchise gives effect to purposes and uses which are consistent with economical and efficient services rendered in the public interest If any provision of this franchise or its application is determined to be invalid by a court of law then the remaining provisions of this franchise shall continue and remain valid unless the dominant purpose of the franchise would be prevented or the public interest is no longer served Revised 07251 12473 FRANCHISE EXTENSION AGREEMENT RECITALS WHEREAS the City of Auburn currently holds water and sewer Franchise 7543 granted by King County Washington for the operation of its sewer and water system in unincorporated King County and WHEREAS the City of Auburn franchise expired on November 30 1994 and WHEREAS the City of Auburn has requested a renewal of said franchise and WHEREAS a water and sewer franchise was approved by the Council under Ordinance 7543 on May 22 1989 This extension is for the sewer portion only and WHEREAS the water franchise for that portion of the water system will be incorporated in the franchise for proposed Ordinance No 96682 which consolidates all of the City of Auburn water franchises into one franchise agreement and WHEREAS the City of Auburn King County and the Utilities Technical Review Committee recommend that said franchise be extended until March 1 1998 to give the City the opportunity to complete and obtain approval of its updated sewer comprehensive plan and WHEREAS no objections have been raised to the granting of this request and WHEREAS King County has approved the extension of this franchise until March 1 1998 through the passage of Ordinance No 74 9 subject to the conditions contained in the ordinance and this agreement NOW THEREFORE King County Washington and the City of Auburn agree as follows 1 The terms of King County Water and Sewer Franchise 7543 is hereby approved and extended so that it will now expire on March 1 1998 2 All other conditions of King County Water and Sewer Franchise 7543 shall remain in full force and effect and are not modified or amended by this agreement or Ordinance No CITY OF AUBURN WASHINGTON KI COUp WASHINGTON TITLE ctcc TITLE GHRISTOPHSR VANCF 1 090696 Introduced By Brian Derdowski 2 AUBRNSB296MMc Proposed No 96682 3 8 AN ORDINANCE approving a franchise for the City of Auburn to 9 construct operate and maintain water system in Council Districts 7 10 9 and 1 and a shoe term franchise to cestmct peateand 11 maintain a sewer system in Council Disiridts 7 9 and land 12 authorizing the Executive to execute the franchise agreements 13 14 STATEMENT Or FACTS 15 16 I The City of Auburn has filed an application for franchises in council districts 7 9 17 and i to construct operate and maintain water and sewer systems to serve residential multi 18 family and commercial areas in accordance with RCW3555010and KCC 527 19 2 0 2 The citys comprehensive plan for water was approved on June 7 i 996 by King 2 1 County Ordinance 12342 22 2 3 3 The citys sewer plan was approved in 982 KCC 1324i 10 requires that the 2 4 sewer plan be updated by the end of 1996 and further that it be updated every 6 years or that 2 5 a demonstration be made that the plan is consistent with the 1994 King County 2 6 Comprehensive Plan There is nodocumentation offered to show thatsucha demonstration 2 has been made 28 2 9 4 The existing franchises expired in May of this year 30 31 5 The application has been referred to the relevant county departments for review 32 3 3 6 The King County executive has recommended approval of the franchise 34 3 5 7 The Utilities Technical Review Committee reviewed and approved the districts 3 6 franchise legal description and map on April 26 1995 37 38 BE IT ORDAINED BY THE COUNCIL OF KING COUNTY 39 10 SECTION 1 The granting ofa franchise to the City of Aubum to construct operate and 4 1 maintain a water system within King County is hereby approved for a period oftwentyfive 4 2 years The granting ofa franchise extension to the City ofAuburn to construct operate and 4 3 maintain a sewer system within King County until March 1 1998 is hereby approved The 4 4 extension period is provided to allow time for the City to demonstrate its compliance with 4 5 KCC1324110 The King County executive is authorized to enter into and execute the 4 6 water system franchise and the sewer franchise extension for the terms specified which by 4 7 this reference is fully incorporated herein Said franchises shall 12473 1 include all bf the geheral and special conditions required by the county 2 SECTION 2 If within 45 days after the granting of this franchise the applicant shall 3 have failed to sign the written acceptance incorporated herein then the rights and privileges 4 granted herein shall be forfeited and said franchise shall be null and void 5 INTRODUCED AND READ for the first time t lt xt 0dthisdayof i 996 6 PASSED by a vote of02 toOthiS dYO ofcefltnJq996day 7 KING COUNTY COUNCIL 8 KINLUNGTON9 l0 ll 12 13 14 ATTEST 15 20 is of 1996 E21 22 24 Kin t xecutivegY 25 2 6 Attachments 27 A Franchise Agreement for Water 2 8 B Franchise Extension for Sewer 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RESOLUTION NO 2 8 7 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A SERVICE AGREEMENT ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES BETWEEN THE CITY OF AUBURN AND THE CITY OF AUBURN AND PIERCE COUNTY WHEREAS service area agreements are required by WAC 246 293250 to help assure that water reserved for public water supply purposes with Pierce County will be utilized in the future in an efficient and planned manner NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES AS FOLLOWS Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute a Service Agreement establishing water utility service area boundaries between the City of Auburn and Pierce County A copy of said Agreement is attached hereto and denominated as Exhibit UA and incorporated herein by reference Resolution No 2873 September 3 1997 Page 1 ORIGINAL STANDARD SERVICE AGREEMENT ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES PREAMBLE THIS AGREEMENT establishing water utility service area boundaries is entered into this day for purposes of identifying the external boundaries of the service area for which this water purveyor has assumed water service responsibility WHEREAS service area agreements are required by WAC 246293250 to help assure that water reserved for public water supply purposes with Pierce County will be utilized in the future in an efficient and planned manner and WHEREAS the designation of retail water service area and future service planning areas together with the cooperation ofother utilities will help assure efficient planning to accommodate growth avoid duplication of service and facilitate the best use of resources WHEREAS the responsibilities applicable to water purveyors are outlined in the Pierce County Coordinated Water System Plan CWSP and by the adopted rules and regulations of the Washington State Department of Health DOH and WHEREAS it is not the intent ofthis Agreement to give new authority or responsibilities to the water purveyor or to the Connty or State regulatory agencies in addition to those requirements imposed by law and NOW THEREFORE the undersigned party having entered into this Agreement by its signature concur with and will abide by the following provisions Section 1 The terms used within the contract shall be as defined in the implementing regulations of Chapter 70116RCW except as identified below A Lead Agency shall mean the department or organization within Pierce County that has been designated by the Pierce County Executive as being administratively responsible for the coordination and filing ofthe Pierce County Water Service Area map Standard Service Agreement Establishing Water Utility Service Area Boundaries Agreements for Retail Service Areas Utility Service Policies and other administrative documents necessary for the implementation ofthe Pierce County CWSP B Pierce County Coordinated Water System Plan CWSP shall mean the latest plan adopted by the Pierce County Council for public water systems within critical water supply service areas within Pierce County Council which identifies the present and future needs of the systems and sets forth means for meeting those needs in the most efficient manner possible EXHIBIT AResolutionNo 2873 September 15 1997 C Pierce County Water Service Area Map shall mean the map referenced in this Agreement for the retail service area signed by the water purveyor except as amended in accordance with the CWSP procedures with the concurrence of the affected water purveyors or by operation of law D Retail Service Area shall mean the designated geographical area within Pierce County in which the undersigned water purveyor assumes full responsibility for providing water service to individual customers E Utility Service Policies shall mean those policies and conditions ofservice that are attached to the provision ofwater service for individual customers The identified policies and conditions of service are those conditions incorporated within the water purveyorswater system improvement and expansion plans required under the provisions ofthe Public Water Systems Coordination Act and DOH Section 2 Lead Agency The lead agency for administering the Pierce County Water Utility service area agreements shall be the Pierce County Department of Public Works and Utilities unless otherwise established by the Pierce County Executive The lead agency shall function only as a coordination center The lead agency will maintain the original documents and will be responsible for updating the water system map and agreements as provided for in the CWSP Section 3 Authority The authority for this Agreement is granted by the Public Water Systems Coordination Act of 1977 Chapter 70116RCW Section 4 Service Area Boundaries The undersigned Water Purveyor acknowledges that the Pierce County Water Service Area Maps identifying its retail service area boundaries dated July 8 1997 and included as Attachment A to this Agreement identify the Water purveyorspresent and future service area within Pierce County The undersigned further acknowledges that there are no service area conflicts with an adjacent water utility or purveyor or if such a conflict exists agrees that no new water service will be extended within disputed areas except as stipulated in an adjudication by DOH a final decision made by a court ofcompetent jurisdiction or by operation oflaw This agreement shall apply to service area boundaries claimed and identified in the above referenced maps Revisions may be may require an amendment to the purveyorsor utilitysservice plans and shall be filed with the lead agency Section 5 Boundary Austments If at some time in the future it is in the best interests ofthe undersigned parties to make service area boundary adjustments such modifications must be by 1 written concurrence ofall involved utilities and the proper legislative authorityies and must be noted and filed with the designated Pierce County lead agency and DOH or 2 by operation oflaw It is understood by the undersigned EXHIBIT AResolutionNo 2873 September 15 1997 utility that it may decline to provide service within its designated service area boundary but in that case an applicant may be referred to other adjacent purveyors or utilities or a new utility may be created and the original service area boundary will be adjusted accordingly Section 6 System Extension Policies The undersigned utility agrees that in order to expand its existing water service area other than by addition ofretail customers to existing water mains or to serve in the capacity ofa prequalifiedsatellite system management agency SSMA it shall have adopted design standards and Utility Service extension policies The design standards shall meet or exceed the Pierce County Water System Minimum Standards and Specifications A water utility anticipating expansion of retail service in unincorporated areas of Pierce County or intending to operate as an SSMA shall identify utility service policies in its updated water system plan The undersigned utility agrees to identify for information its utility service policies or provide a copy ofthe updated water system plan to the Lead Agency prior to application for extension of its existing water system into new service areas within the unincorporated areas ofPierce County Municipalities further agree that if they identify a service area outside oftheir existing municipal corporate boundaries the municipality will assume full responsibility for providing water service equivalent to the level ofservice provided for their customers inside the city limits with similar service requirements and must also meet or exceed Pierce Countys minimum design standards Section 7 Special Working Agreements Special working agreements if they exist and are relevant between this water purveyor and an adjacent water purveyor shall be attached to this Agreement as Attachment B and incorporated herein by this reference Section 8 Compliance with the CWSP Nothing in this Agreement shall waive any requirement ofthe state federal or local government regarding the provision of water service This Agreement shall comply with the interlocal agreement requirement ofthe CWSP iSS WHEREOF the undersigned party has executed this Agreement as of WatrPlrvlr Representative EXHIBIT AResolution No 2873 September 15 1997 Approved as to Form Michael J Reynolds City Attorney Attested to Robin Wohlhueter City Clerk PIERCE COUNTY PUBLIC WORKS UTILITIES DEPARTMENT Aa OV Date Name Title 4 Attachment B SPECIAL WORKING AGREEMENTS List of Special Working Agreements Included Potential Annexation Agreement between City ofAubum and City ofFederal Way Urban Service Area Agreement between City ofAuburn and City ofPacific Potential Annexation Agreement between City ofAuburn and City of Sumner Potential Annexation Agreement between City ofAuburn and City of Kent ATTACHMENT BResolution No 2873 September 15 1997 CITY CLERKS OFFICE JrttJ 67 GITY OF AUBURN 25 West Main 8 1996 LATG TO POTENTIAL TION A DESIGNATIb THIS IS AN AGEMENTbetween the Cities of Federal Way a municipal cooration of thefeWashingtonFederalWayandAuburnamunicipalcoorationoftheStateofWasHmgtAuburnhereinakercollectivelyreferredtoastheCities RECITALS mo Pursuant to RCW 3670A1102 the Washington State Growth Management Act of 1990 asamendedrequireseachCitywithintheCounbtoproposethelocationofanurbangrowthareaand Bo The Countywide Planning Policies adopted and approved by Ordinance 10450 on July 6 1992bytheCountyCouncilandamendedbyOrdinance11446onJuly191994andratifiedbyCitieswithintheCountyestablishesrulesfordesignatingpotentialannexationareasforcitieswithinthecountywideurbangrowthboundaryand Countywide Planning Policy LU31 states that in collaboration with adjacent counties and citiesandKingCountyandinconsultationwithresidentialgroupsinaffectedareaseachCityshalldesignateaPotentialAnnexationAreaPAAand It is in the public interest that the jurisdictions cooperate to designate logical and achievablePAAboundariesand NOW THEREFORE the Cities hereby agree 1 PURPOSE The purpose of this agreement is to confirm the decision made between the Cities for theidentificationofPAAboundaries DEFINITIONS Potential AnneXation Area PAA The incorporated urban area adjacent to a City withinwhichurbangrowthshallbeencouragedandphasedandwhichisexpectedtoannextothecityAnnexationisexpectedtooccursometimeduringthenext20yearsatwhichtimethecitywillprovideservicesandutilitiesPotentialAnnexationAreaisanothertermforaCitysUrbanGrowthArea Urban Growth Areas Areas proposed by the Cities and designated by the County within whichurbangrowthshallbeencouragedandphasedandoutsideofwhichgrowthcanoccuronlyifitisnoturbaninnatureACitysUrbanGrowthAreaisanothertermforitsPotentialAnnexationArea REF Resolution No 2873 September 15 1997 rUrban Growth Boundary The boundary marking the limit between the urban growth areas andotherareassuchasruralandresourceareawhereurbangrowthisnotpermittedTheboundaryshallbedesignatedbytheCountyinconsultationwiththeappropriateCitiesundertherequirementoftheGrowthManagementActasamended PUBLIC PROCESS The designation of PAAs in Exhibit A map attached hereto and by this reference made a partofthisagreementareofinteresttoavarietyofaffectedpartiesincludingpropertyownersarea residents the general public special service districts and the municipalities RELATIONSHIP TO EXISTING LAWS AND STATUTES This Agreement in no way modifies nor supersedes existing laws and statues and is consistentwithexistinglawsandstatuesInmeetingthecommitmentsencompassedinthisAgreementallpartieswillcomplywiththerequirementsoftheannexationStatutesOpenPublicMeetingsActStateEnvironmentalPolicyActGrowthManagementActandCountywidePlanningPoliciesforKingCounty RESPONSIBILITIES A The Cities acknowledge the PAA boundary described in Exhibit A B The Cities will only annex territory within their designated PAAs Co The Cities shall conduct a public involvement process that includes but is not limited to workshops surveys or hearings in areas within the PAA prior to the inclusion of anyadditionalareaswithinthePAA AMENDMENTS A city which desires to modify the Potential Annexation Area shall contact the other party to this Agreement to begin discussions regarding potential annexation area boundary amendments The Cities agree to participate in such discussions when calledEitherPartyisauthorizedtocallameetingupon30dayswrittennotice Bo The proposed amendments shall be supported by written evidence of a significantchangeinoneofthecriterialistedinparagraph6DBelowTheCitiesshallconcur that the substantial change warrants an amendment to the original designated PAA Co A public process shall be conducted regarding an amendment to a potential annexation area as described in 5C above D Criteriafor Designation of Potential Annexation Areas Recognition of resident community identification Financial and technical ability to provide municipal services 2 REF Resolution No 2873 September 15 1997 e Creation of logical service areas vehicular accessibility and utility constructionRecognitionofphysicalboundaries Bodies of water Topographical features Watersheds Freeways Protection of criticalresource areas significant to a particular jurisdictionProtectionofcriticalareas Opportunities for urban separators Logical boundaries Elimination of unincoporated islands No overlapping potential annexation areas The proposed amended PAA agreement shall be submitted to the respective legislativeauthoritiesforapproval DURATION AND TERMINATION This Agreement is effective upon signature of both parties and shall continue in effect from year to year unless terminated by a six month written notice by one party to the others SEVERABILITY CLAUSE Any provision of this Agreement which is declared invalid or illegal shall in no way affect orinvalidateanyotherprovisionhereofandsuchotherprovisionsshallremaininfullforceandeffect hNIEIYENIFICATI ON The City of Federal Way shall indemnify and hold harmless the City of Auburn and itsofficersagentsandemployeesoranyofthemfromanyandallclaimsactionssuitsliabilitylosscostsexpensesanddamagesofanynaturewhatsoeverbyreasonoforarisingoutofanynegligentactoromissionoftheCityofFederalWayitsofficersagentsandemployeesoranyofthemintheperformanceofthisAgreementIntheeventthatanysuchsuitbaseduponsuchaclaimactionlossordamageisbroughtagainstheCityofAuburntheCityofFederalWayshalldefendthesameatitssolecostandexpenseprovidedthattheCityofAuburnreservestherighttoparticipateinsuchsuitifanyprincipleofgovernmentalorpubliclawisinvolvedIffinaljudgmentberenderedagainsttheCityofAuburnanditsofficersagentsandemployeesoranyofthemorjointlyagainsttheCityofFederalWayandtheCityofAuburnandtheirrespectiveofficersagentsandemployeesoranyofthemtheCityofFederalWayshallsatisfythesameincludingallchargeablecostsandattorneysfees Bo In executing this Agreement the City of Auburn does not assume liability orresponsibilityfororinanywayreleasetheCityofFederalWayfromanyliabilityorresponsibilitywhicharisesinwholeorinpartfromtheexistenceoraffectofFederalWayCityordinancesrulesorregulationsIfanycauseclaimsuitactionoradministrativeproceedingiscommencedinwhichtheenforceabilityandorvalidityofanysuchFederalWayCityordinanceruleorregulationisatissuetheCityofFederal REF Resolution No 2873 September 15 1997 10 Way shall defend the same at its sole expense and if judgment is entered or damages areawardedagainsttheCityofAuburntheCityofFederalWayshallsatisfythesameincludingallchargeablecostsandattorneysfees Co The Cit of Auburn shall indemnify and hold harmless the City of Federal Way and itsofficersagentsandemployeesoranyofthemfromanyandallclaimsactionssuitsliabilitylosscostsexpensesanddamagesofanynaturewhatsoeverbyreasonoforarisingoutofanynegligentactoromissionoftheCityofAuburnitsofficersagentsandemployeesoranyofthemintheperformanceofthisAgreementIntheeventthat any such suit based upon such a claim action loss or damage is brought against the CityofFederalWaytheCityofAuburnshalldefendthesameatitssolecostandexpenseprovidedthattheCityofFederalWayreservestherighttoparticipateinsuchsuitifanyprincipleofgovernmentalorpubliclawisinvolvedIffinaljudgmentberenderedagainsttheCityofFederalWayanditsofficersagentsandemployeesoranyofthemorjointlyagainsttheCityofFederalWayandtheCityofAuburnandtheirrespectiveofficersagentsandemployeesoranyofthemtheCityofAuburnshallsatisfythe same including all chargeable costs and attorneys fees In executing this Agreement the City of Federal Way does not assume liability orresponsibilityfororinanywayreleasetheCityofAuburnfromanyliabilityorresponsibilitywhicharisesinwholeorinpartfromtheexistenceoraffectofAuburnCityordinancesrulesorregulationsIfanycauseclaimsuitactionoradministrative proceeding is commenced in which the enforceability andor validity ofany such AuburnCityordinanceruleorregulationisatissuetheCitofAuburnshalldefendthesameatitssoleexpenseandifjudgmentisenteredordamagesareawardedagainsttheCityofFederalWaytheCityofAuburnshallsatisfythesameincludingallchargeablecostsandattorneysfees ADMINISTRATION This Agreement shall be administered by io The Federal Way City Manager or the City Managers designee and The Mayor of Auburn or the Mayors designee CITY OF FEDERAL WAY City Manager CITY OF AUBURN Charles A Booth Mayor Date 4 REF Resolution No 2873 September 15 1997 Approved as to Form Approved as to Form City Attorney BHSFWAGR2vlT EXHIBIT AResolutionNo 2873 September 15 1997 REF Resolution No 2873 September 15 1997 POTENTIAL ANNEXATION AREA BOUIDARY Between Auburn and Federal Way lo00 0 2000 FEET Potential Annexation AreaBoundary ORI61NAL AN AGREEMENT BETWEEN TIHi CITIES OF PACIFIC AND AUIUt PELATING TO URBAN SERVICE AREA DESIGNATION THIS IS AN AGREENIENT between the Cities of Pacific a municipal corporation of the State of Washington Pacific and Auburn a municipal corporation of the State of Washington Auburn hereinafter collectively referred to as the Cities RECITALS Pursuant to RCW 3670A1102the Washington State Growth Management Act of 1990 as amended requires each City within the County to propose the location of an urban growth area and The Pierce County Countywide Planning Policies adopted and approved by Resolution R9286 on June 30 1992 by the County Council and ratified by Cities within the County establishes rules for designating City urban growth areas within the countywide urban growth boundary and The Pierce County Comprehensive Plan adopted and approved by Ordinance 9482S by the County Council identifies an urban groxvth area overlap between the Cities of Auburn and Pacific It is in the public interest that the jurisdictions cooperate to designate logical and achievable urban growth area boundaries NOW THEREFORE the Cities hereby agree 1 PURPOSE The purpose of this agreement is to resolve the boundary overlap between the Cities of Auburn and Pacific 2 DEFINITIONS Urban Service Area USA The incorporated urban area adjacent to a City within which urban growth shall be encouraged and phased and which is expected to annex to the city Annexation is expected to occur sometime during the next 20 years at which time the city will provide services and utilities Urban Service Area is another term for a Citys Urban Growth Area Urban Growth Areas UGA Areas designated by the County within which urban growth shall be encouraged and phased and outside of which growth can occur only if it is not urban in nature A Citys Urban Growth Area is another term for its Urban Service Area Comprehensive Urban Growth Area Boundary CUGA Boundary The boundary marking the limit between the urban growth areas and other areas such as rural and resource area where urban growth is not permitted The boundary shall REF Resolution No 2873 September 15 1997 be designated by the County in Exhibit A Resolution No 2763 Adopted 12296 REF Resolution No 2873 September 15 1997 consultation with the appropriate Cities under the requirement of the Growth Management Act as amended PUBLIC PROCESS The designation of USAs in Exhibit A map are of interest to a variety of affected parties including property owners area residents the general public special service districts and the municipalities RELATIONSHIP TO EXISTING LAWS AND STATUTES This Agreement in no way modifies nor supersedes existing laws and statues and is consistent with existing laws and statues In meeting the commitments encompassed in this Agreement all parties will comply with the requirements of the annexation statutes Open Meetings Act State Environmental policy Act Growth Management Act and the Pierce County Countywide Planning Policies RESPONSIBILITIES Ao The Cities acknowledge the USA boundary as shown in Exhibit A The City of Pacific urban service area boundary will not include any area shown in exhibit A B The Cities will only annex territory within their designated USAs Co The Cities shall conduct a public involvement process that includes but is not limited to workshops surveys or hearings in areas within the USA prior to the inclusion of any additional areas within the USA AMENDMENTS ao A city which desires to modify the USA shall contact the other party to this Agreement to begin discussions regarding urban service area boundary amendments The Cities agree to participate in such discussions when called Either Party is authorized to call a meeting upon 30 days written notice TM proposed modifications shall be supported by written evidence of a significant change in one of the criteria listed in paragraph 6D Below The Cities shall concur that the substantial change warrants an amendment to the original designated urban service area C A public process shall be conducted regarding an amendment to an urban service area D Criteriafor Designation of Potential Annexation Areas Recognition of resident community identification Financial and technical ability to provide municipal services Creation of logical service areas vehicular accessibility and utility construction Recognition of physical boundaries Exhibit A Resolution No 2763 Adopted 12296 REF Resolution No 2873 September 15 1997 Bodies of water Topographical features Watersheds Freeways Protection of criticalresource areas significant to a particular jurisdiction Protection of critical areas Opportunities for urban separators Logical boundaries Elimination of unincoporated islands No overlapping potential annexation areas The proposed amended USA agreement shall be submitted to the respective legislative authorities for approval DURATION AND TERMINATION This Agreement is effective upon signature of both parties and shall continue in effect from year to year unless terminated by a six month written notice by one party to the others SEVERABILITY CLAUSE Any provision of this Agreement which is declared invalid or illegal shall in no way affect or invalidate any other provision hereof and such other provisions shall remain in full force and effect INDEMNIFICATION The City of Pacific shall indemnify and hold harmless the City of Auburn and its officers agents and employees or any of them from any and all claims actions suits liability loss costs expenses and damages of any nature whatsoever by reason of or arising out of any negligent act or omission of the City of Pacific its officers agents and employees or any of them in the performance of this Agreement In the event that any such suit based upon such a claim action loss or damage is brought against the City of Auburn the City of Pacific shall defend the same at its sole cost and expense provided that that the City of Auburn reserves the right to participate in such suit if any principle of governmental or public law is involved If final judgment be rendered against the City of Auburn and its officers agents and employees or any of them the City of Pacific shall satisfy the same including all chargeable costs and attorneys fees Bo In executing this Agreement the City of Pacific does not assume liability or responsibility for or in any way release the City of Auburn from any liability or responsibility which arises in whole or in part from the existence or affect City of Auburn ordinances rules or regulations If any cause claim suit action or administrative proceedings is commenced in which the enforceability andor validity of any such City of Auburn ordinance rule or regulation is at issue the City of Auburn shall defend the same at its sole expense and if judgment is entered or damages are Exhibit A Resolution No 2763 Adopted 12296 REF Resolution No 2873 September 15 1997 Do awarded against the City of Pacific the City of Auburn shallsatisythe same including all chargeable costs and attorneys fees The City of Auburn shall indemnify and hold harmless the City of Pacific and its officers agents and employees or any of them from any and all claims actions suits liability loss costs expenses and damages of any nature whatsoever by reason of our arising out of any negligent act or omission of the City of Auburn its officers agents or employees or any of them relating to or arising out of the performance of this Agreement In the event that any suit based on such a claim action loss or damage is brought against the City of Pacific the City of Auburn shall defend the same at its sole costs and expense provided by the City of Auburn retains the right to participate in and suit of any principle of government law is involved and if final judgment be rendered against the City of Pacific and its officers agents and employees or any of them the City of Auburn shall satisfy the same including all chargeable costs and attorneys fees In executing this Agreement the City of Auburn does not assume liability or responsibility for or in any way release the City of Pacific from any liability or responsibility which arises in whole or in part from the existence or affect City of Pacific ordinances rules or regulations If any cause claim suit action or administrative proceedings is commenced in which the enforceability andor validity of any such City of Pacific ordinance rule or regulation is at issue the City of Pacific shall defend the same at its sole expense and if judgment is entered or damages are awarded against the City of Auburn the City of Pacific shall satisfy the same including all chargeable costs and attorneys fees 10 ADMINISTRATION This Agreement shall be administered by A The Mayor of Pacific or the Mayors designee and B The Mayor of Auburn or the Mayors designee Exhibit A Resolution No 2763 Adopted 12296 CITY OF PACIFIC Cheryl Bertsc Mayor ProTem Date Approved as to Form City Attorney CITY OF AUBURN By Charles A Booth Mayor Date City Attorney BHSAGREEMT1 Exhibit A Resolution No 2763 Adopted 12296 iI IREFResolution No875September151997IExhibitAResolutionNo2763Adopted12296 REF Resolution No 2873 September 15 1997 AN AGREEMENT BETWEEN THE CITIES OF SUMNER AND AUBUR RELATING TO POTENTIAL ANNEXATION AREA DESIGNATION THIS AGREEMENT is entered into on this Oday of7L 1996 by and between the City of Sumner a municipal corporation of the State of Washington hereinafter referred to as Sumner and the City of Auburn a municipal corporation of the State of Washington hereinafter referred to as Auburn WHEREAS pursuant to RCW 3670A1102 the Washington State Grovth Management Act of 1990 as amended requires each city within Pierce County to propose the location of an urban growth area and WHEREAS the King Countyvide Planning Policies adopted and approved byOrdinance10450onJuly61992bytheKingCountyCouncilandamendedbyOrdinance 11446 on July 19 1994 and ratified by cities within King County establish rules for designating potential annexation areas for cities within the countywide urban growth boundary and WHEREAS King Countywide Planning Policy LU31 states that each city shall designate a Potential Annexation Area PAA in collaboration with adjacent counties and cities and King County and in consultation with residential groups in affected areas and WHEREAS Pierce Countyvide Planning Policies adopted and approved by Resolution No R9286 on June 30 1992 by the Pierce County Council reestablish rules for designating urban growth areas for cities within Pierce Count and WHEREAS Pierce Countywide Planning Policy No 1 on Urban Growth areas states The Count shall designate urban growth areas for the County and each municipality in the County based on consultations between the County and each municipality and WHEREAS the Pierce County Comprehensive Plan approved November 29 1994 bythePierceCountyCouncilestablishesproceduresfortheadoptionofUrbanServiceAreas USAsas a part of a Comprehensive Urban Growth Area CUGA The plan also adopts Urban Service Areas for the jurisdictions within Pierce County The plan indicates an overlap of the USAs for the Cities of Auburn and Sumner in the general vicinity of an approved privatedevelopmentcalledLakelandand WHEREAS it is of mutual interest to Sumner and Auburn to resolve the overlapsbetweenthePotentialAnnexationAreasinordertoallowforcontinuedlanduseandcapitalfacilityplanningwithoutthreatoflitigationorappealsand WHEREAS in the spirit of cooperation and mutual understanding Sumner and Auburn desire to address mutual interests work together on issues of mutual benefit and enter into agreements to work constructively on issues of concern NOW THEREFORE Exhibit A Resolution No 2762August51996 REF Resolution No 2873 September 15 1997 In Consideration of the mutual benefits Sumner and Auburn hereby agree t6 the terms and conditions as set forth beloxv SECTION 1 PURPOSE The purpose of this agreement is to confirm the decision nade betveen Sumner and Auburn for the identification of Potential Annexation Area boundaries and Urban Service Areas SECTION 2 DEFINITIONS mo Potential Annexation Area PAA is a term used in the King Countywide PlanningPolicesmeaningtheincorporatedurbanareaadjacenttoacitywithinwhichurban growth shall be encouraged and phased and which is expected to annex to the cityAnnexationisexpectedtooccursometimeduringthenexttwenty20yearsatwhich time the city will provide services and utilities For purposes of this agreement the term Potential Annexation Area is the same as Urban Service Area USA as appliedinthePierceCountyComprehensivePlan Bo Urban Growth Areas means areas proposed by the Sumner and Auburn and designated by the county within which urban growth shall be encouraged and passedandoutsideofwhichgroxvthcanoccuronlyifitisnoturbaninnature Urban Growth Boundary means the boundary marking the limit betveen the urban groxvth areas and other areas such as rural and resource area where urban growth is not permitted The boundary shall be designated by the county in consultation with Sumner and Auburn under the requirements of the Growth Management Act SECTION 3 PUBLIC PROCESS The designation ofPAAs in Exhibit A map attached hereto and by this reference made a part of this agreement are of interest to a variety of affected parties including property ovnersarea residents the general public special service districts and the municipalities SECTION 4 RELATIONSHIP TO EXISTING LAWS AND STATUES This Agreement shall in no way modify nor supersede existing laws and statutes and is consistent with existing laws and statutes In meeting the commitments encompassed in this Agreement all parties shall comply with the requirements of the annexation statutes Open Public Meetings Act State Environmental Policy Act Growth Management Act and Countywide Planning Policies for King mid Pierce Counties SECTION 5 RESPONSIBILITIES A Sumner and Auburn acknowledge the PAA boundary described in Exhibit A Exhibit A Resolution No 27622August51996 Bo Co REF Resolution No 2873 September 15 1997 Sumner and Auburn shall only annex territory within their designated PAAs Sumner and Auburn shall conduct a public involvement process that includes but is not limited to workshops surveys or hearings in areas vithin the PAA prior to the inclusion ofany additional areas within the PAA SECTION 6 JOINT PLANNING Sumner and Auburn shall work cooperatively together in the planning and delivery of services to the respective PAA to the extent feasible as described below Sumner and Auburn shall initiate discussions betveen staff to reviev the feasibility of sharing the costs associated with the construction and operation of a water storagefacilityBothcitiesshallalsoexplorethepossibilityofsharedwaterresources B Sumner and Auburn shall work cooperatively on other issues of mutual concern which may arise including 1 Design funding and construction of the 8 h Street Corridor from Lake Tapps to SR 167 2 Railroad traffic and the mitigation of increased rail activity on transportation3Mitigationofstormwaterimpactstothevalley4ModificationstotheMudMountainDamtoreducebasefloodlevels 5 Joint fire services and operations such as training hazardous spill responsemutualaideandspecialoperations 6 Bicycle and pedestrian trails connecting the Sumner and Auburn 7 Watershed planning and management related to the Stuck White River and its tributaries and 8 Joint planning and participation with Pierce County SECTION 7 AMENDMENTS io Bo A city which desires to modify the Potential Annexation Area shall contact the other party to this Agreement to begin discussions regarding potential annexation or boundary amendments Sumner and Auburn agree to participate in such discussions when called Either city is authorized to call a meeting upon providing the other cityhasatleastathirty30daywrittennotice The proposed amendments shall be supported by written evidence of a significantchangeinoneofthecriterialistedinparagraph7DbelowSumnerandAuburnshall concur that the substantial change warrants an amendment to the original designatedPAA C A public process shall be conducted regarding an amendment to a potentialannexationareaasdescribedin5cabove Exhibit A Resolution No 2762 3 August 5 1996 REF Resolution No 2873 September 15 1997 D Criteria for Designation ofPotential Annexation Areas 1 Recognition of resident community identification 2 Financial and technical ability to provide municipal services 3 Creation of logical service areas vehicular accessibility and availability of utility senice 4 Recognition of physical boundaries bodies of water topographical features watersheds freeways 5 Protection of criticalresource areas significant to a particular jurisdictionprotectionofcriticalareas opportunities for urban separators 6 Logical boundaries elimination of unincorporated islands no overlapping potential annexation areas E The proposed amended PAA agreement shall be submitted to the respectivelegislativeauthoritiesforapproval SECTION 8 DURATION AND TERMINATION This Agreement shall be in effect upon signature of both parties and shall continue in effect from year to year unless terminated by a six month written notice by one party to the others SECTION 9 SEVERABILITY CLAUSE Any provision of this Agreement which is declared invalid or illegal shall in no wayaffectorinvalidateanyotherprovisionhereofandsuchotherprovisionsshallremainin full force and effect Exhibit A Resolution No 2762 August 5 1996 REF Resolution No 2873 September 15 1997 SECTION 10 ADMINISTRATION This Agreement shall be administered by the Mayor ofthe City of Sunmer and the City of Auburn or their designees CITY OF SUMNER CITY OF AUBURN Robert A Moltke Mayor Date Attest City Clerk Approved as to form Charles A Booth Mayor Attest City Clerk Approved as to form City Attorney Exhibit A Resolution No 2762 August 5 1996 REF Resolution No 2873 September 15 1997 Exhibit Rlufion No Aus 5 1996 Xd I X POTIAL ANNEXATION AREA DESIGNATION xIAN AGRET between the Cities of Kent a municipal corporation of the State ofViAuburnamunicipalcorporationoftheStateofWashingtonAuburn hereireferredto as the Cities RECITALS Pursuant to RCW 3670A1102 the Washington State Growth Management Act of 1990 as amended requires each City within the County to propose the location of an urban growth area and Bo The Countywide Planning Policies adopted and approved by Ordinance 10450 on July 6 1992 by the County Council and amended by Ordinance 11446 on July 19 1994 and ratified byCitieswithintheCountyestablishesrulesfordesignatingpotentialannexationareasforcities within the countywide urban growth boundary and Countywide Planning Policy LU31 states that in collaboration with adjacent counties and cities and King County and in consultation with residential groups in affected areas each City shall designate a Potential Annexation Area PAA and Do It is in the public interest that the jurisdictions cooperate to designate logical and achievable PAA boundaries and NOW THEREFORE the Cities hereby agree 1 PURPOSE The purpose of this agreement is to confirm the decision made between the Cities for the identification of PAA boundaries 2 DEFDGTIONS Potential Annexation Area PAA The incorporated urban area adjacent to a City within which urban growth shall be encouraged and phased and which is expected to annex to the city Annexation is expected to occur sometime during the next 20 years at which time the city will provide services and utilities Potential Annexation Area is another term for a CitysUrbanGrowthArea Urban Growth Areas Areas proposed by the Cities and desigmated by the County within which urban growth shall be encouraged and phased and outside of which growth can occur only if it is not urban in nature A Citys Urban Growth Area is another term for its Potential Annexation Area REF Resolution No 2873 September 15 1997 oUrban Growth Boundary The boundary marking the limit between theurban rowh areas andotherareassuchasruralandresourceareawhereurbangrowthisnotpermittedTheboundaryshallbedesignatedbytheCountyinconsultationwiththeappropriateCitiesunder the requirement of the Growth Management Act as amended PUBLIC PROCESS The designation of PAAs in Exhibit A map attached hereto and by this reference made a partofthisagreementareofinteresttoavarietyofaffectedpartiesincludingpropertyownersarea residents the general public special service districts and the municipalities RELATIONSHIP TO EXISTEXG LAWS AND STATUTES This Agreement in no way modifies nor supersedes existing laws and statues and is consistent with existing laws and statues In meeting the commitments encompassed in this AgreementallpartieswillcomplywiththerequirementsofthearmexationStatutesOpenPublicMeetingsActStateEnvironmentalPolicyActGrowthManagementActandCountywidePlanningPoliciesforKingCounty RESPONSIBILITIES A The Cities acknowledge the PAA boundary described in Exhibit A B The Cities will only annex territory within their designated PAAs The Cities shall conduct a public involvement process that includes but is not limited to workshops surveys or hearings in areas within the PAA prior to the inclusion of anyadditionalareaswithinthePAA vIENDMENTS Bo Do A city which desires to modifythe Potential Annexation Area shall contact the other parry to this Agreement to begin discussions regarding Potential annexation area boundary amendments The Cities agree to participate in such discussions when called Either Party is authorized to call a meeting upon 30 days written notice The proposed amendments shall be supported by written evidence of a sigmficantchangeinoneofthecriterialistedinparagraph6DBelowTheCitiesshallconcur that the substantial change warrants an amendment to the original designated PAA A public process shall be conducted regarding an amendment to a potential annexation area as described in 5C above Criteriafor Designation of Potential Annexation Areas Recognition of resident community identification Financial and technical ability to provide municipal services REF Resolution No 2873 September 15 1997 Creation of logical service areas vehicular accessibility and utility consttucfion Recognition of physical boundaries Bodies of water Topographical features Watersheds Freeways Protection of criticalresource areas significant to a particular jurisdiction Protection of critical areas Opportunities for urban separators Logical boundaries Elimination of unincoporated islands No overlapping potential annexation areas Eo The proposed amended PAA agreement shall be submitted to the respective legislative authorities for approval DURATION AND TERMINATION This Agreement is effective upon signature of both parties and shall continue in effect from year to year unless terminated by a six month written notice by one parry to the others SEVERABILITY CLAUSE Any provision of this Agreement which is declared invalid or illegal shall in no way affect or invalidate any other provision hereof and such other provisions shall remain in full force and effect INDENhNIFICATION Ao The City of Kent shall indemnify and hold harrnless the City of Auburn and its officers agents and employees or any of them from any and all claims actions suits liabilitylosscostsexpensesanddamagesofanynaturewhatsoeverbyreasonoforarisingout of any negligent act or omission of the City of Kent its officers agents and employees or any of them in the performince of this Agreement In the event that any such suit based upon such a claim action lcss or damage is brought against the City of AuburntheCityofKentshalldefendthesameatitssolecostandexpenseprovidedthatthe City of Auburn reserves the right to participate in such suit if any principle of governmental or public law is involved If final judgment be rendered against the CityofAuburnanditsofficersagentsandemployeesoranyofthemorjointlyagainstthe City of Kent and the City ofAuburn and their respective officers agents and employees or any ofthem the CityofKent shall satisfy the same including all chargeable costs and attorneys fees In executing this Agreement the City of Auburn does not assume liability or responsibility for or in any way release the City of Kent from any liability or responsibility which arises in whole or in part from the existence or affect of Kent CityordinancesrulesorregulationsIfanycauseclaimsuitactionoradministrative proceeding is commenced in which the enforceability andor validity of any such Kent City ordinance rule or regulation is at issue the City ofKent shall defend the same at its REF Resolution No 2873 3 September 15 1997 10 sole expense and if judgment is entered or damages are awalded aeinst the City ofAuburntheCityofKentshallsatisfythesameincludingallchargeablecostsand attorneys fees The City of Auburn shall indemnify and hold Iiarrnless the City of Kent and its officers agents and employees or any of them from any and all claims actions suits liabilitylosscostsexpensesanddamagesofanynaturewhatsoeverbyreasonoforarisingout of any negligent act or omission of the City of Auburn its officers agents andemployeesoranyofthemintheperformanceofthisAgreementIntheeventthatanysuchsuitbaseduponsuchaclaimactionlossordamageisbroughtagainsttheCityof Kent the City of Auburn shall defend the same at its sole cost and expense providedthattheCityofKentreservestherighttoparticipateinsuchsuitifanyprincipleof governmental or public law is involved If final judgment be rendered against the CityofKentanditsofficersagentsandemployeesoranyofthemorjointlyagainsttheCityofKentandtheCityofAuburnandtheirrespectiveofficersagentsandemployeesor any of them the Cit3 ofAuburn shall satisfy the same including all chargeable costs and attorneys fees In executing this Aeementthe City of Kent does not assume liability or responsibilityfororinanywayreleasetheCityofAuburnfromanyliabilityorresponsibilitywhich arises in whole or in part from the existence or affect ofAuburn City ordinances rules or regulations If any cause claim suit action or administrative proceeding is commenced in which the enforceability andor validity of any such Auburn City ordinance rule or regulation is at issue the City of Auburn shall defend the same at its sole expense and if judgment is entered or damages are awarded against the City of Kent the City ofAuburn shall satisfy the same including all chargeable costs and attorneys fees ADSIhNISTRATION This Agreement shall be administered by A The Mayor of Kent or the Mayors designee and B The Mayor of Auburn or the Mayors designee CITY OF KENT ayWfite t or CITY OF AUBURN Charles A Booth Ivlayor Date REF Resolution No 2873 September 15 1997 Aplroved as to Form Approved as toForm BHSuKENTAGRT 5 REF Resolution No 2873 September 15 1997 0 0 I I Z Z x C 0 z Z I REF Resolution No 2873 September 15 1997 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RESOLUTION NO 2 9 2 5 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE SETTLEMENT AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF BONNEY LAKE WHEREAS Auburn and Bonney Lake are currently involved in several related disputes regarding the provision of water service to a development known as Lakeland Hills South within Auburns currentlydesignated Pierce County Potential Annexation Area and WHEREAS Auburn is currently seeking to annex a portion of its Pierce County Potential Annexation Area and WHEREAS Bonney Lake is currently opposing said annexation proposal and WHEREAS Bonney Lake has initiated litigation against Auburn in Pierce County Superior Court alleging tortious interference with a contractual relationship and WHEREAS Auburn has threatened legal andor administrative action with respect to various water rights owned by Bonney Lake and WHEREAS Bonney Lake has threatened legal andor administrative action with respect to various water rights owned by Auburn and Resolution No 2925 February 27 1998 Page 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 WHEREAS the parties hereto desire to enter into a settlement agreement the express intent of which is to settle all claims and disputes between Auburn and Bonney Lake relating to the provision of water service to Auburns Pierce County Potential Annexation Area and related water rights issues and WHEREAS Bonney Lake and Auburn are both desirous of entering into cooperative arrangements to provide for the efficient and costeffective provision of water to their customers NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES AS FOLLOWS Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute the Settlement Agreement between the City and the City of Bonney Lake A copy of said Settlement Agreement is attached hereto designated as Exhibit A and incorporated by reference in this Resolution Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation DATED and SIGNED this 2nd day of March 1998 Resolution No 2925 February 27 1998 Page 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM ids City Attorney Resolution No 2925 February 27 1998 Page 3 CITY OF AUBURN CHARLES A BOOTH MAYOR SETTLEMENT AGREEMENT CITY OF AUBURN AND CITY OF BONNEY LAKE THIS SETTLEMENT AGREEMENT Agreement is entered into this L day of March 1998 by and between the CITY OF AUBURN Auburn a municipal corporation and the CITY OF BON LAKE Bonney Lake a municipal corporation WHEREAS Auburn and Bonney Lake are currently involved in several related disputes regarding the provision of water service to a development known as Lakeland Hills South LHS within Auburns currentlydesignated Pierce County Potential Annexation Area PC PAA WHEREAS Auburn is currently seeking to annex a portion of its PC PAA and WHEREAS Bonney Lake is currently opposing said annexation proposal and WHEREAS Bonney Lake has initiated litigation against Auburn in Pierce County Superior Court alleging tortious interference with a contractual relationship and WHEREAS Auburn has threatened legal andor administrative action with respect to various water rights owned by Bonney Lake and Settlement Agreement City ofAubum City ofBonney Lake March 3 1998 Page 1 rcagreesacitybonney Exhibit A Auburn Resolution No 2925 WHEREAS Bonney Lake has threatened legal andor administrative action with respect to various water rights owned by Auburn and WHEREAS the parties hereto desire to enter into a settlement agreement the express intent of which is to settle all claims and disputes between Auburn and Bonney Lake relating to the provision of water service to Auburns PC PAA and related water rights issues and WHEREAS Bonney Lake and Auburn are both desirous of entering into cooperative arrangements to provide for the efficient and costeffective provision of water to their customers NOW THEREFORE the parties agree as follows 1 Bonney Lakes claims against Auburn in Pierce County Cause No 972052128shall be dismissed with prejudice and without costs to either party 2 Bonney Lake shall withdraw its opposition to Auburnsproposed annexation of a portion of AuburnsPC PAA in Pierce County Boundary Review Board Case No A975 3 Auburn recognizes and agrees to Bonney Lakes exclusive right to serve with water all portions of Bonney Lakes water service area as designed by the 1995 Pierce County Coordinated Water System Plan for a period of seven years from the effective date of any Auburn annexation of Settlement Agreement City ofAuburn City ofBonney Lake March 3 1998 Page 2 cagreesaitybonney Exhibit A Auburn Resolution No 2925 any area within such service area It is understood that Auburn anticipates multiple annexation proceedings regarding such areas Bonney Lake shall not oppose such annexation proposals and pursuant to this paragraph Bonney Lake shall have the exclusive right to serve each annexation area for seven years from the effective date of annexation 4 Upon the expiration of each sevenyear period or sooner if requested by Bonney Lake provided for in paragraph 3 with respect to a particular portion of Bonney Lakes water service area Auburn shall at its option have the exclusive right to serve such area with water subject to the further requirements and conditions contained in paragraphs 5 and 6 of this Agreement 5 Upon the expiration of each sevenyear period or sooner if requested by Bonney Lake provided for in paragraph 3 with respect to a particular portion of Bonney Lakes water service area Bonney Lake shall at Auburns option transfer to Auburn by bill of sale all of its ownership rights in water system facilities located within and used to serve such area with the exception of facilities retained by Bonney Lake in accordance with paragraph 6 below Auburn shall have no obligation to compensate Bonney Lake for such facilities as are transferred by Bonney Lake pursuant to this Section Settlement Agreement City ofAubum City ofBonney Lake March 3 1998 Page 3 lcagreesaci tybonney Exhibit A Auburn Resolution No 2925 Facilities to be transferred pursuant to this paragraph shall include water pipes but shall not include source or storage facilities including but not limited to Bonney Lakes Tacoma Point Wells and Tacoma Point Reservoir nor those facilities reserved to Bonney Lake under paragraph 6 6 In contemplation of Auburns anticipated eventual takeover of water service from Bonney Lake within Auburns annexation area and for the purpose of providing Bonney Lake a looped system after Auburns takeover of water service within its annexed areas hereunder Auburn shall prior to the takeover of service within any portion of Bonney Lakes current water service area construct or cause to be constructed and transfer or cause to be transferred to Bonney Lake free of charge future 12 water transmission line as shown on the attached Exhibit A to the southern boundary of AuburnsPC PAA provided that in the event the particular alignment shown on Exhibit A shall prove impractical or unavailable such lines shall be constructed in an alignment as mutually agreed to by the parties Auburn shall construct or cause these facilities to be constructed and transferred to Bonney Lake without regard to the progress or lack of progress of the development of LHS Such facilities shall be constructed in accordance with applicable Bonney Lake standards In addition Auburn will Settlement Agreement City ofAubum City ofBonney Lake March 3 1998 Page 4 cagreesacitybonney Exhibit A Auburn Resolution No 2925 not take over water service from Bonney Lake and Bonney Lake will retain ownership of its water system within that area shown on Exhibit B attached hereto This area will remain part of Bonney Lakes water service area and the facilities serving it will remain part of Bonney Lakes water system in perpetuity notwithstanding possible annexation of the area by Auburn at any time in the future 7 Auburn shall guarantee Bonney Lake the right in perpetuity to transport water through Auburns corporate boundaries within Pierce County in order that Bonney Lakes ability to serve its water service area as recognized in this Agreement is not hindered or rendered impractical Such guarantee shall be effectuated by the execution of such easements agreements franchises licenses or other documents as are appropriate on terms that are in no respect less favorable or advantageous to Bonney Lake than those governing the operations of Auburnsown water utility within its corporate limits Auburn shall not condemn or otherwise interfere with any Bonney Lake water facilities covered by this paragraph or paragraph 8 Neither Auburn nor any of its agents employees attorneys or contractors shall challenge directly indirectly or through third parties through legal or administrative proceedings or any other means Bonney Lakes Settlement Agreement City ofAuburn City ofBonney Lake March 3 1998 Page 5 lcagreesacitybonney Exhibit A Auburn Resolution No 2925 existing water rights including but not limited to Bonney Lakes water rights associated with its Tacoma Point Wells The rights associated with its Tacoma Point Wells are specifically as follows 1 Lake Tapps Water Co Certificate No C 2809A with a date of priority 12357 for 100gpm and 45af 2 Tacoma Point Well No 2 Certificate No C G2 2 C685with a date of priority of 2586 for 1000gpm and 800af and 3 Tacoma Point Well No 4 Permit Number G227693 with a date of priority of 13090 for 1200gpm and 1600af Because of production problems associated with Bonney Lakes current wells at Tacoma Point Auburns agreement not to protest or interfere extends to and includes Bonney Lakes drilling of another well or wells at Tacoma Point to achieve full production of its certificated and permitted water rights It also includes Bonney Lakes effort to proceed to certificate on its permit rights in Tacoma Point Well No 4 referenced above Bonney Lake agrees not to seek to increase its water rights in the Tacoma Point well field for any appropriation beyond these permittedcertificated levels Bonney Lake shall not challenge directly Settlement Agreement City ofAuburn City ofBonney Lake March 3 1998 Page 6 cagreesacitybonney Exhibit A Auburn Resolution No 2925 indirectly or through third parties through legal or administrative proceedings or any other means Auburns existing water rights or Auburns efforts to use those rights in order to serve its PC PAA with water including any application to permit the withdrawal of water from wells located within LHS commonly known as Lakeland wells 5b and 5c provided that such rights in Lakeland wells 5b and 5c are supplemental to Auburnsexisting rights in wells 5 and Sa For purposes of this paragraph the word challenge shall include both direct actions such as the filing of any lawsuit complaint or letter of protest as well as indirect actions such as assisting facilitating encouraging or approving any such actions on the part of a third party Each party will terminate and withdraw any pending challenges to the others water rights that have been initiated Each party expressly reserves the right to challenge any application for new water right or change in water right that is made after the date of this Agreement provided that any application for certification of a water right for which a party already holds a permit shall not be deemed an application for new water right or change in water right made after the date of this Agreement Settlement Agreement City ofAuburn City ofBonney Lake March 3 1998 Page 7 careesacitybonney Exhibit A Auburn Resolution No 2925 9 In order to facilitate the practical and efficient provision of water service to the portion of LHS outside Bonney Lakes current water service area the parties will work together cooperatively to agree on an amendment of their respective water service area boundaries in this area 10 At such time as either party wishes to pursue the development of additional water source or supply or water storage facilities in the vicinity of LHS the party will provide notice of same to the other party and the parties will thereupon meet to confer with respect to their respective needs and interests in regard to additional source supply or storage Should it appear that the interests of the parties are sufficiently aligned the parties will mutually agree to join in the development of said additional source supply or storage facilities on such terms as the parties may agree are equitable 11 In the future at such time as Auburns water system has been more fully developed in the area of LHS andor on its common boundary with Bonney Lakes water service area the parties may agree that it is in their mutual best interests and the best interests of their respective customers to enter into an agreement providing for one or more interties between their water systems to be constructed Settlement Agreement City of Auburn City of Bonney Lake March 3 1998 Page 8 cagreesacitybonnel Exhibit A Auburn Resolution No 2925 12 Each party agrees to sign such documents and to take such actions as are necessary to implement the purpose and intent of this Agreement 13 Time is of the essence under this Agreement The terms of this Agreement shall be specifically enforceable by the parties hereto 14 Each of the individuals signing this Agreement on behalf of a party warrants that heshe has the authority to sign the Agreement and thereby to bind the party on whose behalf heshe signs 15 This Agreement shall be binding on the heirs successors and assigns of the parties 16 This Agreement is designed strictly for the purpose of compromising disputed claims and avoiding the expense and risks of litigation The Agreement shall be construed according to the fair intent of the language as a whole and not for or against either party 17 In the event of any disputes arising out of the implementation or enforcement of this Agreement the parties agree to submit said disputes first to mediation and if mediation is unsuccessful then to binding arbitration in accordance with Ch 704 RCW provided however that each party reserves the right to seek injunctive or other similar equitable relief from a court of competent jurisdiction in Settlement Agreement City ofAuburn City ofBonney Lake March 3 1998 Page 9 cagreesacitybonney Exhibit A Resolution No 2925 order to preserve the status quo pending any mediation or arbitration or to otherwise protect a right or remedy that might otherwise be lost if such interim relief were not obtained 18 This Agreement shall not waive Auburns right to assess and collect any taxes assessments or fees which it is otherwise authorized under law to assess or collect on any water service provided that Auburns assessment and collection of any such taxes assessments or fees with respect to any area served with water by Bonney Lake shall be upon the same terms as Auburnsassessment and collection of any such taxes assessments or fees with respect to areas served with water by Auburn By Its By CITY OF AUBURN CHARLES A BOOTH Its Settlement Agreement City ofAuburn City ofBonney Lake March 3 1998 Page 10 agreesacitybonneyl Exhibit A Resolution No 2925 EXISTING 6INCH AND 12INCH WATER MAINS APPURTENANCES CUSTOMERS ALON 2ND TRANSFEjtRED TO iAUL EXlSTINO 6WATE MAIN IN BETWEEN 2nd ST AND 4h ST TRANSFERRED TO AUBURN BONNEY LAKE TO RETAIN 2 DI WATER MAi TACOMA POINT T LEGEND EXISTING BONNEY LAKE WATER MAIN PROPOSED t2 DIAMETER WATER MAIN TO BE PROVIDED BY AUBURN mmmmmm EXIST BONNEY LAKE WATER MAIN tN FRANCHISE WllH AUBURN EXISTING BONNEY LAKE WAIR Al TO E R BURN EXHIBIT A CITY OF AUBURN AND CITY OF BONNEY LAKE SETTLEMENT AGREEMENT SCALE I 1000 King County erce URBAN GRO SERVICE AR TH AREAWATER EA BOUNDARY TO FOLLOW PRPERTYLINES CENTERLIN OF RIGHTOFWAY OR NORTHWEST BOUNDARY OF GAS NATURAL GAS PIPELINASEMENT EXHIBIT B CITY OF AUBURN AND CITY OF BONNEY AREA TO REMAIN IN BONNEY SETTLEMENT AGREEMENT LAKE SERVICE AREA IN PERPETUITY BONNEY LAKE WATER SERVICE AREA BOUNDARY SCALE 1 1500 1 RESOLUTION NO 2 9 5 5 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN FIRST AMENDMENT TO LAKELAND ANNEXATION T G4BETWEENTHECITYANDTHELAKELANDCOMPANYINC 5 WHEREAS the City and The Lakeland Company Inc have previously entered into the Lakeland Annexation and Utilities 7 Agreement in June 1996 and 8 WHEREAS disputes arose between the parties on the 9 interpretation and enforcement of the said Agreement and the 10 parties now desire to resolve any disputes with respect to that Agreement and with respect to all claims and obligations12 between the parties arising from events which predate the execution on of this Agreement14 NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN5 WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH18 RESOLVES AS FOLLOWS17 Section 1 The Mayor and City Clerk of the City of18 19 Auburn are herewith authorized to execute First Amendment to 20 Lakeland Annexation and Utilities Agreement with The Lakeland 2 Company Inc A copy of said Agreement is attached hereto 22 denominated as Exhibit A and made a part hereof as though 23 set forth in full herein 24 25 28 Resolution No 2955 April 29 1998 Page 1 1 Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry 3 out the directives of this legislation 4 DATED this 4t day of May 1998 5 CITY OF AUBURN 7 9 CHARLES A BOOTH 10 MAYOR 11 ATTEST 13 14 D 15 DanelleE Daskam8CityClerk 7 18 APPROVED AS TO FORM19 21 Michael J Reynolds22CityAttorney 2S 24 25 26 Resolution No 2955 April 29 1998 Page 2 PIEFCE COLINTY WA 9805210624 52119 0149 ml Fee t15700 AUDITORSNOTE LEGIB1LffY FOR RECORDING AND COPYING UII SATISFACTORY IN A PORTION OF THI INSTRU Return Address Auburn City Cerk Cil of Auburn 25 West Main St Auburn WA 98001 RECORDERS COVER SHEET Document Titles or transactions contained therein 1 Amendment to Lakeland Anneation and Utilities Agreement 2 4 Reference Numbersof Documents assigned or released NONE Additional reference s on page 3 of document Grantee Last name first then first name and initials 1 The Lakeland Company 2 3 4 Grantor Last name first 1 AUBURN CITY OF 2 3 4 Legal Description abbreviated ielot block plat or section township range SEC 6 TWP 20 N Range 5 Additional legal is on page 31 of document AssessorsProperty Tax ParcelAccount Number 0520061012 0520061013 0520061014 0520052038 0520061015 0520052039 0520061016 0520082006 0520082010 0520064000 0520063000 0520053001052005300405200530140520053004052005301405200530040520053014052005300805200530420520051032052005100105200510030520071001052005304105200620070520062027052006202805200530380520053030052006300005200640000520063008 Assessor Tax not yet assigned 9010G4 AMENDMENT TO LAKELAND ANNEXATION AND UTILITIES AGREEMENT THIS AGREEMENT made and entered into this day of 1998 by and between the CITY OF AUBURN a municipal corporation organized under Title 35A Optional Municipal Code hereinafter referred to as CITY and THE LAKELAND COMPANY INC a Washington corporation its heirs successors and assigns and all related entities and all shareholders andor owners jointly and severally and their marital communities including all parties that have an interest in the property affected by this Agreement herein referred to as TLC WHEREAS the parties to this Agreement have previously entered into the Lakeland Annexation and Utilities Agreement referred to as PREANNEXATIONUTILITIES LakelandResolution No 2955 Exhibit A May 6 1998 Page 1 cagreernjrfinat 9805ZIOGZ4 AGREEMENT in June 1996 which agreement was approved by Auburn City Council under Ordinance No 4867 and WHEREAS disputes arose between the parties on the interpretation and enforcement of the Pre AnnexationUtilities Agreement referred to above and the parties desire to resolve any disputes with respect to all claims and obligations between the parties arising from events which predate the execution of this Agreement and WHEREAS the parties desire to end all disputes and claims including any and all claims for damages attorney fees and costs arising from events which predate the execution of this Agreement and WHEREAS the parties have engaged in numerous meetings to resolve all issues between the parties and this Agreement reflects a compromised position between the parties for the purposes of attaining a complete settlement and WHEREAS it is the intent of this Agreement that the agreement entitled Lakeland Annexation and Utilities Agreement recorded under Recording No 9608120131 shall remain in force and effect except as specifically amended by this Agreement and WHEREAS the parties acknowledge that a dispute existed between the City of Bonney Lake and the CITY with respect to LeldResolmionNo2955EibitA M 61998 Pe2 cagreemjrfinat 9805Zt064 water service which dispute has been settled between the City of Bonney Lake and the CITY and in such settlement comments were taken from TLC and incorporated into the final Settlement Agreement between the CITY and Bonney Lake and WHEREAS it is the intent of the parties that the CITY proceed with the annexation of the TLC property and that TLC develops that property which is either annexed or will be annexed in accordance with the standards and land use polices and procedures of the CITY and WHEREAS this Agreement and the requirements for any monetary payment from TLC to the CITY under this Agreement were specifically requested by TLC to result in a more marketable development for TLC and any payments are acknowledged to be not requested by the CITY but placed in the Agreement by TLC unilaterally and is not considered payment under RCW 8202020 and WHEREAS the parties acknowledge that TLC in cooperation with the State of Washington and other local government units other than the City of Auburn is proceeding with the construction of the certain portions of the Lake Tapps Parkway East as defined in a mitigation agreement executed between Pierce County and TLC and that the CITY has no responsibility to construct make any LeldResolutionNo2955 ELibit A May 6 1998 Page 3 cagreemjrfinat 9805t064 payments nor guarantee in any way any obligations for the construction of TLCs portion of the Parkway project However the parties acknowledge the importance of this construction project to TLC and that the execution of this Agreement is vital to TLCs ability to secure financing for its construction and understand that the sole purpose of the expedited handling of this Agreement is to obtain a resolution of disputes prior to May 4 1998 May 4 1998 is a TLC funding date which requires this Agreement for TLC to obtain the necessary funding to construct this roadway and WHEREAS the parties acknowledge the existence of an Agreement referred to as the Crabtree Agreement and agree that the settlement provisions in this Agreement settle all disputes including but not limited to any claims that TLC may have as a successor under the Crabtree Agreement and WHEREAS the Crabtree Agreement and all its terms including those terms relating to customer equivalent charges for services expire on June 6 1998 and WHEREAS the parties agree that TLC has had input with regard to the resolution of the CITY and the City of Bonney Lake dispute and agree that the settlement provisions in this Agreement settle any claims TLC may have against the CITY with respect to water including but not limited to the LeldResolionNo2955EitA M 61998 Pe4 cagreemjrfnat 9805ZlOGZ4 providing of water the providing of water pressure fire flow or any other claims related to the water utility NOW THEREFORE BASED UPON MUTUAL COVENANTS TO BE DERIVED THE PARTIES AGREE AS FOLLOWS 1 LAKELAND ANNEXATION AND UTILITIES AGREEMENT The parties reaffirm the terms and conditions of the Lakeland Annexation and Utilities Agreement recorded under Recording No 9608120131 except as specifically amended herein This Agreement affects that real property identified on the map attached hereto and incorporated by reference as Exhibit 1 and legally described on attached Exhibit 2 hereafter referred to as TLC Property 3 DEVELOPMENTAL APPROVALS FROM PIERCE COUNTY The parties acknowledge that as provided in the PREANNEXATIONUTILITIES AGREEMENT paragraphs 2229213 and 41 prior to annexation of the subject project TLC must obtain developmental approvals from Pierce County and in so doing agrees to comply with the Pierce County requirements and the CITY standards and land use polices and procedures In the event that the imposition of CITY standards on a development application submitted to Pierce County for teldResolionNo2955EibitA M 6 1998 Pe 5 tcaareemjrfinat 9805Z106g4 an area not yet annexed to the CITY would result in the denial of the application by Pierce County then the Pierce County standard will prevail The CITY agrees to provide sewer service consistent with the terms and conditions of this Agreement 4 POLICE AND FIRE SERVICES Upon annexation the CITY will provide to the area annexed police and fire services that it provides to its other citizens Fire service shall be provided to the annexed property provided that TLC has met all requirements of ACC Titles 15 and Chapter 1316 as it relates to fire flow and provided that the CITY may contract fire services if it cannot practicably provide fire service to some of the annexed area Sprinklers shall be required for multifamily and commercial development Sprinklers shall be required for singlefamily residential development only if necessary to satisfy the CITYs fire flow standards as described in Title 15 5 PARKS Paragraph 45 Parks of the PREANNEXATION UTILITIES AGREEMENT is amended to read as follows LakelandResolution No 2955 Exhibit A May 6 1998 Page 6 cagreernjrfinat 9805ZtOGg4 45a TLC shall dedicate to CITY one developed 15acre park one undeveloped 15acre park two developed 5acreparks and a linear park along Lakeland Hills Way for a total of approximately 4291 acres 45b The parks will be located as indicated on Exhibit 1 Except for the linear park and Park P4 the topography and soil conditions shall be approved by the CITY to ensure each site is suitable for active park use The CITY has reviewed Park P4 and agrees to accept this undeveloped park as is The park locations indicated on Exhibit 1 are acceptable to the CITY However the parties acknowledge that in order to locate the parks where indicated on Exhibit 1 TLC must obtain a major amendment approval pursuant to Pierce County Code TLC agrees to process the major amendment application by submitting an application to the CITY and Pierce County concurrently within 30days of execution of this Agreement While reserving the right to review any other aspects of the major amendment the CITY agrees not to object to the proposed park locations 45c As soon as reasonably possible upon legal segregation but no later than six months after approval of the preliminary plat for Lakeland Division One LeldResolutionNo2955ExhibitA May61998 Page7 cagreemjrfinat 9805ZO624 TLC shall dedicate Park P4 to the CITY The linear park depicted on Exhibit 1 shall be designed to standards approved by the CITY Parks Director and shall be developed concurrent with construction of Lakeland Hills Way The CITY agrees that TLCs commitment to dedicate Park P4 and the linear park as described in this Agreement satisfies the CITYs concurrency and mitigation requirements for issuance of 800 residential building permits Prior to the issuance of residential building permits for 801 dwelling units within the PUD TLC shall develop and dedicate Park P2 to the CITY or make arrangements for dedication and use acceptable to the CITY as necessitated by financing CITY and TLC agree that upon dedication of Parks P2 and P4 TLC shall have satisfied concurrency requirements for the issuance of residential building permits for a total of 2173 dwelling units Thereafter prior to the issuance of residential building permits for dwelling units in excess of a total of 2173 CITY and TLC agree that additional park improvements must be dedicated to CITY or the land dedicated the improvements bonded and an improvement schedule agreed upon consistent with the formula described below LakelandResolution No 2955 Exhibit A May 6 1998 Page 8 cagreemjrfina 9805ZX0624 The ratio of improved parks required per thousand population shall be calculated based upon the following mathematical assumptions 3408 units approved in Lakeland South 4291 acres of both improved and unimproved parks required 28 residents per household assumed for conversion of people to units Accordingly the ratio of improved park required per thousand population shall be calculated as follows Total 4291 acs 3408 x 28 9542 45 acres combined parks1000 population Less 150 acs 739 x 28 2069 725 acres of unimproved park1000 2791 acs2669 x 28 7473 373 acres of unimproved park1000 Based upon the foregoing calculations TLC shall be entitled to the issuance of 9562 residential building permits for each acre of improved park dedicated to the CITY or unimprovedbonded park dedicated to the CITY 44 TLC and CITY shall work cooperatively in development of specific plans that meet CITY park standards Each party shall respond promptly to proposals and submittals relating to the design and construction of park improvements The CITY reserves final approval authority of park plans and CITY approval must be granted prior to LelResoionNo2955ExhibkA M 61998 Pe9 cagreemirfinat 9805ZXO6Z4 construction The level of improvements required in Parks P1 P2 and P3 shall be based upon 182 per square foot of total park areas for P1 P2 and P3 The cost per square foot is based upon improvements made to Lakeland Hills Park in 1992 and the improvements shall be made at that rate adjusted by Consumer Price Index from 1992 until the date of Park plan approval by the CITY The CITY has the right to distribute improvement funds between and among the Parks but in any event TLCs financial obligation shall not exceed the total per square foot cost as specified above 45d The CITY shall assume the responsibility for proper maintenance of the parks dedicated to it provided however that the CITY may allow TLC to provide additional maintenance within parks dedicated to the CITY with the CITYs written consent Except for Park P4 TLC must give CITY 1year notice prior to dedication of any park land to the CITY 45e TLC andor appropriate homeowner associations agree to develop own maintain repair and pay real estate taxes and assessments if any on all other park areas indicated on Exhibit 1 which are less than five acres in size LakelandResolution No 2955 Exhibit A May 6 1998 Page l0 cagreelmjrfinatl 9805ZX064 45f The CITY agrees that TLCs satisfactory performance of the terms contained in this Section of the Agreement shall constitute full and complete satisfaction of the CITYs park standards and requirements and shall be deemed to meet all park mitigation and concurrency requirements for the development of the TLC Property 45g TLC agrees that any park impact fees paid to Pierce County pursuant to Pierce County requirements will not affect or reduce the park commitments to the CITY contained in this Agreement 45h In addition to the parks referenced in this Section TLC agrees to develop recreational trails within the relocated power line haul road depicted on Exhibit 1 pursuant to a design and construction schedule to be mutually determined by CITY and TLC Upon completion of trail construction maintenance of this recreational trail shall be the responsibility of the CITY 6 INSPECTING AGENCY A building permit that has been issued by Pierce County shall be inspected by Pierce County even if the subject property is annexed after permit approval Building permits approved by the CITY shall be inspected by the CITY LakelandResolution No 2955 Exhibit A May 6 1998 Page 11 cagreemjrfnat 9805Z10624 7 COVENANT RUNNING WITH THE LAND The parties agree that this Agreement is a covenant running with the land and is binding and benefiting the TLC Property In order to insure that purchasers of homes rental commercial or other properties may obtain title free of the encumbrances of this Agreement the issuance of a building permit for such property shall be satisfactory evidence of compliance with all provisions of this Agreement 8 SCHOOL IMPACT FEE ORDINANCE The parties acknowledge that at the request of the Dieringer School District and without objection by TLC the CITY has enacted a School Impact Fee Ordinance TLC agrees not to challenge the School Impact Fee Ordinance and agrees not challenge any school impact fees up to 1425 for single family and 750 for multifamily The CITY reserves the right to increase the above fees in the future TLC reserves the right to challenge any school impact fees which exceed the above stated amounts 9 PROTOCOL FOR SUBMISSION OF APPLICATIONS Paragraph 41b of the PREANNEXATIONUTILITIES AGREEMENT is amended as follows LeldResolutionNo2955EibitA M61998 Pagel2fcareemjrinat 9805t064 For TLC Property not yet annexed and therefore under Pierce County jurisdiction development applications shall be submitted to Pierce County However TLC agrees to simultaneously submit all such applications except single family building and grading permits to the CITY Except as provided in paragraph 2 of this Agreement TLC agrees to comply with all applicable CITY standards and land use polices and procedures as determined by City Planning Director Failure to comply with the provisions of this paragraph shall be determined a Default of this Agreement To assure such compliance TLC agrees to pay to CITY liquidated damages in the amount of 1000 per day for each day that development is in Default Notwithstanding any other provision of this Agreement the liquidated damages shall not begin to accrue if the Default is cured within thirty 30 days from the date that the CITY mails or delivers written notice of the Default to The Lakeland Company PO Box 3866 Bellevue Washington 98009 If any Default is capable of being cured and the cure cannot be reasonable completed within the thirty 30 day cure period the cure period shall be extended up to ninety 90 days so LakelandResolution No 2955 Exhibit A May 6 1998 Page 13 cagreemjrfinal 9S05ZtOG2 long as TLC has commenced action to cure within the thirty 30 day cure period and is proceeding to cure the Default with due diligence The decision of the CITY Planning Director may be appealed to the CITY Hearing Examiner within thirty 30 days from the date written decision The day of filing of the appeal to the Hearing Examiner shall stay accrual of the liquidated damages The stay of damages shall be released on the effective date of the Hearing Examiners written decision If the Hearing Examiners decision is appealed pursuant to paragraph 53 of the PREANNEXATIONUTILITIES AGREEMENT accrual of liquidated damages shall be stayed again until a written decision is issued by the mediatorarbitrator pursuant to provisions of Section 53 of the PREANNEXATIONUTILITIES AGREEMENT However in no event shall any stay following appeal of the Hearing Examiners decision exceed ninety 90 days Those permit applications filed with Pierce County which are considered complete and approved by Pierce County before annexation shall be built in compliance with the conditions placed upon it by Pierce County and pursuant to the conditions of this Agreement LakelandResolution No 2955 Exhibit A May 6 1998 Page 14 cagreemjrfinat 98052X0624 10 RELEASES The parties to this Agreement hereby release discharge resolve and settle any and all claims arising from events which predate the execution of this Agreement including their officials employees staff consultants shareholders owners attorneys and including attorney fees and costs including but not limited to claims involving providing of water or other utilities and any claims that TLC may claim to have under the Crabtree Agreement This Agreement is not intended to waive or release any claims or address any disputes or potential disputes that TLC may have with the City of Bonney Lake TRANSPORTATIONParagraph43ofthePREANNEXATIONUTILITIESAGREEMENTisreplaced initsentiretybythefollowingTLCagreestopaytheCITYatthetimeabuildingpermitisissuedbyeitherCITYorPierceCountythefollowing183957perdetachedsinglefamilyresidentialunit254494perattachedsinglefamilyormultifamilyunit318726perresidenceforresidentialunitswithintheseniorhousingzoneandLeldResoionNo2955EitAM61998Pel5rcagremjrfinat9805ZtO6g4 4 218 per gross foot of commercial or retail structures For building permits which are issued by Pierce County prior to execution of this Agreement TLC shall pay the above amounts for such permits within 30 days of execution of this Agreement The fee amounts described above shall be adjusted to reflect the increase in the Consumer Price Index for the SeattleMetropolitan area beginning as the base year January 1 2000 and on January 1st each year thereafter the percentage difference of each year shall equal the adjustment Payment of these fees shall constitute complete satisfaction of any transportation mitigation and concurrency requirements for the development of the TLC Property TLC agrees that all streets shall be constructed consistent with CITY standards including design criteria construction specifications operational criteria and approved engineering submittals except that the CITY may agree to modify the standards for private streets The parties acknowledge that there is a transportation cap which will allow a generation of up to LeldResolionNo2955ExhibitA M 61998 Pel6cagreemjrfnat 9805111064 800 pm peak hour trips for TLC development and that the development of TLC property subject to this Agreement cannot exceed that capacity cap until the extension of Lakeland Hills Way to the Lake Tapps Parkway and the construction of TLCs portion of the Lake Tapps Parkway East connection 8th Street East as required in the TLCPierce County transportation mitigation agreement The Lake Tapps Parkway East project is identified as Lake Tapps Parkway East WEST MAP ID No 166 in the 19982003 Transportation Improvement Program for Pierce County Upon completion of The Lake Tapps Parkway East connection to 8th Street East as described in the TLCPierce County transportation mitigation agreement the transportation cap shall expire The calculation of peak hour trips shall be determined at building permit approval The CITY shall consider the 800 pm peak hour trips to be present in the transportation system in its review of development applications for property not included in Exhibits 1 and 2 12 STORM WATER Paragraph 44a of the PREANNEXATIONUTILITIES AGREEMENT is amended as follows The CITY agrees to receive the storm water from the LelResoionNo2955ExhitA M61998 Pel7cagreemjrfinat DSOSZlO6g4 Lakeland property described herein subject to the construction and dedication of necessary infrastructure which meets CITY standards including design criteria construction specifications operational criteria and approved engineering submittals upon the effective date of annexation under the same terms and conditions as storm water is received from other developments within the CITY including payment of any charges required by the CITYs utility ordinances provided the water received from properties in TLC property not yet annexed shall be of the same quality and flow rate as from the property prior to development shall not exceed the capacity of the CITYs existing storm drainage system and shall be subject to the same charges as any other property in the CITY for storm water The CITY and TLC acknowledge that substantial mater storm drainage planning has been completed for TLC properties in the form of the Comprehensive Drainage Plan Lakeland Hills Development Area prepared by CH2Mhill Engineers dated March 1991 and the Lakeland Hills South Development Area Conceptual Storm Drainage Plan prepared by StephenDowl Engineers dated March 1995 Both parties also acknowledge that supplemental drainage basin information LeldResoluonNo2955EibitA M61998 Pel8cagreemjrfinat 98052X0C4 will need to be developed by TLC to address changed conditions such as the Lake Tapps Parkway certain differences between CITY and County standards and impacts associated with grading activities In addition the parties agree that TLC will need to continue to develop more precise drainage subbasin planning information to insure the adequacy and timely staging of necessary storm drainage facilities associated with specific development proposals 13 SANITARY SEWER Paragraph 44b SEWER PREANNEXATIONUTILITIES AGREEMENT is replaced in its entirety as follows The CITY shall allow the TLC Property to connect to the CITYs sanitary sewer utility under the same terms and conditions as if the property were within the CITY limits subject to obtaining expanded service area boundaries and all other terms of this Agreement including but not limited to Section 3 The CITY shall apply to Pierce County for any franchise that would be required for the property not yet annexed with the understanding that applying for the franchise and any subsequent Pierce County approval does not waive any conditions set forth herein for the provision of sanitary sewer service For the orderly development of its property TLC teldResolmionNo2955EibitA M 6 1998 Page 19 cagreemjrfinatl 9805Z10624 will need sanitary sewer from the CITY prior to CITYs annexation of the subject property TLC agrees to construct all sanitary sewer in accordance with CITY standards including design criteria construction specifications operational criteria and approved engineering submittals and the CITY agrees upon verification of TLCs compliance with its standards to connect to the CITY system the TLC system for sanitary sewer upon payment of all charges set forth in Auburn City Code The CITY and TLC acknowledge that substantial master sanitary sewer planning has been completed for TLC properties in the form of the Comprehensive Sanitary Sewer Study Lakeland Hills Development Area prepared by Dowl Engineers dated March 1991 Both parties also acknowledge that supplemental sanitary sewer information will need to be developed by TLC to address changed conditions such as density changes and impacts associated with grading activities In addition the parties agrees that TLC will need to continue to develop more precise sanitary sewer subbasin planning information to insure the adequacy and timely staging of necessary storm drainage facilities associated with specific development proposals LakelandResolutionNo 2955 Exhibit A May 6 1998 Page 20 cagreernjrfinaL 9805310634 14 WATER Paragraph 44c is amended as follows The parties acknowledge that pursuant to the Settlement Agreement with the City of Bonney Lake the City of Bonney Lake is the water purveyor for portions of the TLC Property as set forth in the Settlement Agreement In the event the CITY determines that the City of Bonney Lake water system fails to provide adequate fire flow pursuant to Title 15 of the Auburn City Code the CITY agrees to work in good faith with the City of Bonney Lake in an attempt to help achieve a system which meets the CITY requirements for the provision of urban water services Immediately upon legal segregation of the relevant parcels TLC shall convey title to the CITY of the following the water wells commonly known as 5b and 5c the water rights it owns or controls on such wells and the property depicted on the easements which were granted to the CITY as indicated in Exhibit 3 The CITY and TLC agree that the use of the real property described in Exhibit 3 shall be subject to the restrictions indicated in Exhibit 4 As consideration for TLCs conveyance of the water wells and the real property described in Exhibit 3 the CITY agrees to pay TLC the appraised value for the land and a LeldResolutionNo2955EitA M 61998 Pe21 caremjrfina 9805ZlO6g4 mutually agreeable fair market value for the wells up to a maximum of 370000 adjusted at 10 per annum until closing of the conveyance TLC agrees to convey the subject property free and clear of all liens and encumbrances and provide the CITY with a policy of title insurance in the value of the purchase price insuring the property free and clear of all liens and encumbrances and agrees to provide a Statutory Warranty Deed 16 FIRE The parties acknowledge that the property subject to this Agreement which is not yet annexed may not be provided fire service directly by the CITY TLC shall arrange for fire service coverage through Fire District 22 and any agreement between TLC and Fire District 22 shall contain provisions which allow termination upon annexation by the CITY so that the property may be served by the CITY if the CITY chooses to provide fire services directly rather than by contract Upon fortyfive 45 days written notice from the City of its intent to provide fire service directly or by contract with another service provider TLC agrees to provide Fire District 22 thirty 30 days written notice of termination For all building permits issued subsequent to the fortyfive 45 day notice period TLC agrees to pay LeldResolutionNo2955ExhibitA M 61998 Pe22 careemjrfinat 9805310624 mitigation fees to the CITY at the time of building permit issuance for developments within the annexed property in the amounts indicated below 1 41978 per detached singlefamilyresidentialunit 2 27247 per attached single or multifamily residential unit 3 9363 per residential unit within the Senior Housing Zone 4 109 per gross foot of commercial or retail structures The above amounts shall be adjusted to reflect the increase in the Consumer Price Index for the SeattleMetropolitan area beginning as the base year January 1 2000 and on January 1st of each year thereafter the percentage difference shall equal the adjustment Payment of these fees shall constitute complete satisfaction of any fire service mitigation and concurrency requirements by CITY for the property described herein 17 PENDING APPLICATIONS IN PIERCE COUNTY The development applications indicated on Exhibit 5 attached hereto and incorporated by reference were submitted to Pierce County by TLC prior to annexation The CITY agrees to allow TLC to process the applications indicated on Exhibit 5 through Pierce Countys development LelResolmionNo2955EibkA M 61998 Page23 cagreemjrfinat 9805210624 review process to issuance of a final decision even if the subject property is annexed to the CITY prior to completion of the Pierce County review process CITY OF AUBURN CHARLES MAYOR ATTEST Danlelle E Daskam City Clerk City Attorney LakelandResolution No 2955 Exhibit A May 6 1998 Page 24 cagreemjrfinat 9805310624 THE LAKELAND COMPANY INC By STATE OF WASHINGTON ss COUNTY OF KING On this C day of nan 1998 before me the undersigned a Notary Publi for the State of Washington duly commissioned and sworn personally appeared the corporation that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned and on oath stated that heshe is authorized to execute said instrument on behalf of said corporation GIVEN DER my hand and official seal the date here iO MY COMMISSION expires 5 yO0 LakelandResolution No 2955 Exhibit A May 6 1998 Page 25 cagreerainfinal 9805210624 STATE OF WASHINGTON ss COUNTY OF KING On this C day of 1998 before me the undersigned a Notary Public Yand for the State of Washington personally appeared CHARLES A BOOTH and DANIELLE E DASKAM personally known to me to be the Mayor and City Clerk respectively of the CITY OF AUBURN the corporation that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said municipal corporation for the uses and purposes mentioned in the instrument GIVEN UNDER my hand and official seal the date hereinabove set forth LakelandResolution No 2955 Exhibit A May 6 1998 Page 26 cagreernjrfinat 9805210624 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ORDINANCE NO 5 I 6 3 AN ORDINANCE OF THE CITY OF AUBURN WASHINGTON AUTHORIZINGTHEMAYORTOEXECUTEANEWFRANCHISEAGREEMENTBETWEENTHECITYOFAUBURNANDPIERCECOUNTYTOCONSTRUCTOPERATEANDMAINTAINWATERPIPELINESFORAWATERSYSTEMOVERINALONGACROSSUNDERANDUPONCERTAINPUBLICROADSANDHIGHWAYSINPIERCECOUNTYWASHINGTONINTILSEPTEMBER2003 WHEREAS the City of Auburn wishes to expand their water line system to areas outside the current boundaries and WHEREAS the City of Auburn has applied to Pierce County and has been granted a nonexclusive ranchise to construct and maintain water pipelines with appurtenances for a water system in across under upon along and over certain public roads and highways in Pierce County Washington as hereinafter set forth NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON DO ORDAIN AS FOLLOWS Section 1 AGREEMENT The Mayor of the City of Auburn is herewith authorized to execute a Franchise Agreement between the City of Auburn and Pierce County to construct operate and maintain water pipelines for a water system over in across under and upon certain public roads and highways in Pierce County Washington A copy of said Agreement is attached hereto denominated as Exhibit A and a copy of Pierce County Ordinance No 9872 approving the franchise is Ordinance No 5163 September 30 1998 Page 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O 21 22 23 24 25 26 1 2 attached hereto denominated as Exhibit B and made a part hereof as though set forth in full herein Section 2 AUTHORIZATION The authorized to implement such administrative Mayor is hereby procedures as may be necessary to carry out the directives of this legislation Section 3 This Ordinance shall take effect and be in force five 5 days from and after its passage approval and publication as provided by law INTRODUCED October 19 1998 PASSED October APPROVED October 19 1998 19 1998 CHARLES A BOOTH MAYOR ATTEST Danielle E DaskamCityClerk uPROVED AS TO FORM Michael J ReynoldsCityAttorney Published Ordinance No 5163 SepteRber 30 1998 Page 2 9112020061 122D 082FoPt2800 ReturAddress Sandy Bassett Pierce County Council 930 Tacoma Ave S Roc 1046 lTacoma WA 98402 Please print lecbly or typenformaon l OE6 I 6 1998 PIERCE COUNTY COUNCIL Document Titles Or txansactions confined therein 1 Orddnance U o 72 3 4 Grantors Last name first then iht mand 1 Pierce County2 3 5 itAdditional Nam on P age of Document Grantees Last ne rstthen first name and in3rh 1 OrdSvmnce Numtr 9872 2 3 4 5 J Additiqnal Names on Page ofDocument Legal Description Abbreviated iklot block plat or section oiv range in Sections 5 6 7 8 Towrtp20 NoreJq Paage 4 lt Legal Description i on Page 5 6 ofDocument leferenceNumbers Of documents assigedor relied na AddolReiceNbeon Page ofDt Assessors Properw TPceUAccotNber Not assi Auditoreeoer 1ryon eofionmolded on covsh estuff notcmenttoveHeacorcompItcssocenomdonprodhcr 9811020061 1 2 4 5 6 10 11 12 iA 17 18 19 2O 21 22 23 2A 2 25 27 FILE NO 80 Sponsored by Requestedby PROPOSAL NO 9872 Councilmember Jan Shabro County ExecutivePublic Works and Utilities Department ORDINANCE NO 9875 AN ORDINANCE OF PIERCE COUNTY COUNCIL RANTIN A NONEXCLUSIFE FRANCHISE TO k CITY OF AUBUIN A MUNICIPAL COPPOtATION OF T STATE OF WASHINGTON FOR LOCATION OF WATER LINs ON CERTAIN COUNTYOWNED RIGTSOFWAY AND ADaORIZIN A COUNTY EXECUTIVE TO EXEu AZU FPNCHISE WHEREAS The City of Auburn a municipal corporation of the State6fWashingtonhasappliedforanonexclusivefranchisetoconstructoperateandmaintainawaterlinesysteminacrossoveruponalongandundercertainCountyroadshighwaysandotherCounty property in Pierce County Washington as hereinafter set forth and WIERF2S Said application came onreglarly for hearing before the Pierce County Council on the date set forth below under the provisions of Chapter 3655 State SessionLaws of 1937 and WHEREAS It appears to the Council that notice of said hearinghasbeendulygiventothepublicandthoseinterestedinprovidingthesameserviceappliedforbytheapplicantasrequiredbylawandthauitisinthpublicinteresttograntthefranchiseNOWTHEREFOREBEITORDAINEbbytheCouncilofPierceCounty Section A nonexclusive franchise a cony of which is attached hereto and identifiedas Exhibit A is hereby give and i of2 1 7 8 9 10 12 14 17 9 20 21 22 23 24 25 26 27 28 ORDINANCE NO 9872 continued granted to the City of Auburn a municipal corporationofthe State of Washington hereinafter referred to as the Grantee for aperiod of five years from and after the date of filing of the franchisato be granted with the Clerk of the Pierce County Council Section The City of Auburn must indicate its full acceptance of this franchise and all its terms and conditions within thity days from the effective date of this Ordinance Said acceptance is to be in writing and filed with the Clerk of the Pierce County Counciland shall be a condition precedent to the validity of said fanchise and unless the franchise is accepted within such time this grant of permission shall be null and void Section 3 The Executive 9f Pierce County is hereby authorized to execute said franchise PASSED this S day of 1998 ATTEST PIERCE COUNTY COUNCILPierceCountyWashington Clerk of theC6uncil Council Chair Deputy rosecuigAttorney Appod Veedayof this 1998 Approved s to nsurance d Bond Retirements Only isk MagementPULIOiNNOC pt2 9 1998EPVDAr281982of2 9812020061 1 2 3 5 6 7 8 9 0 11 2 13 ia 15 17 18 19 2O 2 22 23 24 25 27 28 EXHIBIT TO ORDN NO qf7 In the Matter of the Application of the City of Auburn a municipal corporation of the State ofWashington for a franchiseto construct operate and maintain water pipelines for a Water System over in along across under and upon certain Public Roads and Highways in Pierce County Washington EXHIBIT FR A N C H I S g Application of City of Auburn a municipal corporation of the State of Washington for a nonexclusive franchise to construct and maintain water pipelines with appurtenances for a water systiem in across under upon along and over certain public roads and highwaysinPierceCountyWashingtonashereinaftersetforthhavingcome on regularly for hearing before the County Council of ecbCountyWashingtonundertheprovisionsofChapter3655RevisedCodeof Washington and it appearing to the Council that notice of said Hearing has been duly given as required by law and that it is in thepublicinteresttograntthefranchisehereingranted NOW TbEREFOPE IT IS ORDD that a franchise be ad the sameisherebygivenandgrantedtoCityofAuburnamunicipal corporation of the State of Washington hereinafter called the Grantee for a term of five 5 years from and after the date offilingthisfranchisewiththeClerkofthePierceCountyComcilThisfranchiseisalicensefortheprivilegeandauthorityto construct maintain and operate for the said period of time a waterpipelinewithappurtenancesforawatersysteminacr0suder 9812020061 1 2 EXHIBIT A TO 8 0 11 12 13 15 17 18 19 2O 21 22 23 24 25 26 27 28 upon along and over the public roads and highways in Pierce County Washington to wit BEGINNING AT THE ESTERLY MARGIN OF THE BURLINGTON NORTHERN PALROADRIGHTOFWAY A NORTHERN PACIFIC PAILROAD RIGHTOFWAY AT T NORTH BOUNDARy OF SECTION TOWNSHIp 20 NORTH RANGE 4 EAST WM THENCE EASTERLY ALONG SAID NORTH BOUNDARY OF SECTION TO TFE NORTH4EST coRNER OF SECTION 6 TOWNSHIP 20 NORTH PAGE 5 EAST WM THENCE EASTERLY ALONG NORTH BOUNDARy OF SAID SECTION 6 AND ALONG THE NORTH BOUIDRy OF SECTION 5 TOWNSHIP 20 NORTH RANGE 5 EAST WM TO THE NORTiEAST CORR OF SAID SECTION 5 TRNCE SOUTHERLY DLONG THE EAST BOUDARY OF SAID SECTION 5 TO EASTERLY tRGINOF182nd AVENUE EAST TpNCE SOUTRLy DLONG SAID EASTERLy FtARGIiN OF 182nd AVENuS FST TO cIE SOUTELy 5LRGiN OF 6th STREET EAST AK3 NORTH TAPPS RODD THENCE WESTERLY LONG SAID SOUTHERLY ARGIN OF 16th STREET EAST TO A POINT ON THE SOUTH BOUArDDRy OF THE NORTH 3000 FEET OF T NORTAST QURTER OF SECTION 8 TOWNSHIP 20 NORE RmNGE5 AST WM THENCE WESTERLY ALONG SAID SOUTH BOUNDARy OF THE NORTH 3000 FEET OF THE NORTEJtST QURTER OF SECTION 8 TO F2E SOUghT COPNER TIREOF THENCE NORTPRLy ALONG THE WESTERLY BOUNDARy OF SAID NORmAqTQURTER OF SECTION 8 TO THE NORTnESTCORNER TREOFTHENCE WESTERLY DLONG SAID NORTH BOLrNDARY OF SECTION 8 TO NORTiJIST CORNER OF NORTH FLFOF TKE NORTWSTQURTER OF SAID NORTH4EST QUARTER OF SECTION 8 TLENCESOUTHERLY ALONG THE EAST BOUNDARy OF SAID NORTH HALF OF THE NORTHWESTQUARTER OF THE NORn4ESTQUARTER OF SECTION 8 TO THE SOUTAST CORNER THEREOF TiEENCE WESTERLY DLONG 981010061 1 2 3 4 5 6 7 8 9 16 17 18 19 20 21 22 23 24 25 26 27 28 EXHIBIT A TO THE SOUTH BOUNDARY QF SAID NORTH HALF OF THE NORTHWEST QUARTER OF NORTHWEST QUARTER OF SECTION 8 TO THE SOUTHWEST CORiER THEREOF THENCE NORTHERLY ALONG T WEST BOUNDARy OF SAID SECTION 8 TOTHE SOUTHEAST CORNER OF THE NORTH 33000 FEET OF THE NORTHSTQUARTER OF SECTION 7 TOWNSHIP 20 NORTH RANGE 5 EAST WM TBNCE WESTERLY ALONG SOUTH BOUNDARy OF SAID NORTH 33000 FEET OF THE NORTHEAST QUARTER OF SECTION 7 TO SOUTHWEST CORNER THEREOF THENCE NORTHERLY TO THE SOUTET CORNER OF THE SOUTTSTQUltRTER OF SAID SECTION 6 TFNCE WESTERLy ALONG SOUTH BOUNDARy OF SAID SECTION 6 TO SOTrnASTCORNER OF GOVERNMENT LOT No 7 IN SAID SECTION 6 THENCE NORTHERLy ALONG TF AST BOUNDARY OF SAiD GOVERiNEITLOT No 7 TO THE NORTHEAST CORbEK REOF THENCE WSTERLy DNG T NORTH BOUNDARY OF SAID GOVERNMENT LoT No 7 TO T MARGIN OF SAID BURLINGTON NORTTT RAILROAD RIGHTOFWAY TENCE NORTHERLY ALONG SAID EASTERLY MARGIN OF TF BURLINGTON NORTEEN RAILROAD RIGHTOFWAY TO T POINT OF BEGINNING In the construction andinstallations of water system appurtenances and the excavation of trenches on county roads for the purposes of laying relaying connecting disconnecting repairing mains and pipes and making connections between the same tothedwellingsandothebuildingsoftheconsumerstheGranteeshallbegovernedbyandconformtothegeneralrulesadoptedbythPublicWorksandUtilitiesTransportationSevicesofPierceCountyWashingtonandtheranteeatnoexpensetotheCountyshall 9812020061 3 5 6 7 8 9 10 1 12 13 5 7 18 9 2O 2 22 23 2 25 25 27 28 EXHIBIT A TO complete all such work and shall repair the county roads and leave the same in as good condition as before the work was commenced PROVIDED HOWEVER that no such work shall be done prior to the obtaining of a permit therefor issued by the Pierce County Public Works and Utilities Director hereinafter Director which permits shall set forth conditions pertaining to the work to be done and specifications for the restoration of the roads to the same condition as they were prior to such work and PROVIDED FURTFR the Director may in his or her discretion reuire a bond in a sum sufficient to guarantee to Pierce County that such roads shall be restored to the same condition as existed prior to such work If the Grantee does not repair the county roads to the satisfaction of the Direczor the County Department of Public Works and Utilities Transportaiion Sevices may at its sole discretion repair such county roads or cause them to be repaired and the Grantee hereby agrees to reimburse the County of Pierce for the cost of such work including overhead The water mains and ppes shall be laid down as directed by the Director at a depth of not less than hirtysix inches below the surface of the ground along the county roads and in such a marhner as not to interfere unnecessariywith the construction of sewersand drains nor with the gading of the county roads All surface appurtenances to the water system shall be installed or conssructed as approved by the Director 9812020061 9 12 16 17 2O 21 22 27 1 2 3 6 7 EXHIBIT A TO III All work done under this franchise shall be done in a thorough and professional manner During the laying of water pipes and conduits and the digging of itches therefor the Grantee shall leave ditches in such a way as to interfere as little as possible with public travel and shall take all due and necessary precautions to insure that damage or injury shall not occur or arise by reason of such work and that where any ditches or trenches are left open at night the Grantee shall plae at all crossings suitable lights in such a position o uard against danger and the Grantee shall be liable for all properydamage or personal injury which may be caused by reason of any injury sustained through its negligence by reason of any person animal or property being injured through ay negligence of the Grantee or by reasonof any damage caused tSrough he neect to properly uard any ditches or trenches dug or maintained by the Grantee The Direct0r may specify actions to be taken to insure the safety of the public and the Grantee shall comply with such specifications IV The County of Pierce in he ranting of tisfrchlse does not waive any rights which it now holds or may hereafter acquire and this order shall not be construed so as to deprive the County of Pierce of any powers rights or rivileges which it now has or may hereafter cquireincluding the right of eminent domain to regulate the use and control of the county roads covered by this franchise or to go upon any and all county roads and highways for the puzose of 982020061 2 6 7 8 9 0 11 12 13 5 17 8 19 20 21 22 23 24 25 25 27 28 EXHIBIT A TO constructing and improvigg the same in such a manner as the County of Pierce or its representatives may elect V Grantee shall provide a certificate of insurance showing evidence of commercial general liability and property damage liability insurance which includez but iz not limited to the operations Of the Grantee the Granteesprotective liability productscompleted operations coverage broad form barket contractual liability Commercial General Liability InsuranceBodilyInjuryLiability Property Damage Liability 000000 Each 250000 Each or CONED SINGLE LIMIT COVERAGE OF 1000000 The eneral recpirements of the policy shall contain Pierce County is named as an additional insured as respects in this lease and such insurance as is carried by the Grantee for the operation of its facility In the event of nonrenewal cancellation or material change in the coverage provided thirty days written will be furnished to the County prior to the date of non renewal cancellation or change Such notice shall be 9812020061 9 1 3 4 5 10 11 12 14 5 17 19 2O 22 25 26 27 2S A TO m sent to the Director Public Works and Utilities Transportation Services 2401 South 35th Street Suite 150 Tacoma Washington 98409 Pierce County has no obligation to report occurrences to the insurance companies unless a claim is filed with the Pierce County Council and Pierce County has no obligations to pay premiums The Granteesinsurance policies shall contain a cross liability endorsement substantially as follows The inclusion of more than one Insured under this policy shall not affect the rights of any Insured as respects uny claim suit or judgment made or brought by or for any other insured or by or for any eployee of any other insured This policy shall protect each Insured in the same manner as though a separate policy has been issued to each exceptthatnothinghereinshalloperatetoincreasethecompanystliabilitybeyondtheamountoramountsforwhichthe CODan would have been liable had only one Insured been named The Granteesinsurance is primary over any insurance that may be carried by Pierce County Gantee agrees to provide proof of insurance each year to Pierce County The Grantee agrees to defend indemnify and save harmless 9812020061 EXHIBIT A TO PierceCountyitsappointedandelectedofficialsandemployees2fromandagainstalllossorexpenseincludingbutnotlimitedto3judgmentssettlementsattorneysfeesandcostsbyreasonsofany4andallclaimsanddemandsupontheCountyitselectedorappointed5officialsoremployeesfordamagesbecauseofpersonalorbodily6injuryincludingdeathatanytimeresultingtherefromsustainedby7anypersonorpersonsandonaccountofdamagetoroDertyincluding8lossofusethereofwhethersuchinjurytopersonsordamageto9propertyisduetothenegligenceoftheGranteeitscontractorst0itsortheiremployeesoragentsPierceCountyitsappointedor11 electedofficersoritsemployeesoragentsexceptonlysdchinjury12ordamageasshallhavebeenoccasionedbythesolenegligenceof3PierceCountyits appointed or electedofficialsor employees15Iftheclaimsuitoractionforinjuriesdeathordamagesas16providedforintheprecedingparagraphofthisfranchiseagreement17iscausedbyorresultsfromtheconcurrentnegligenceofaPierce18CountyorPierceCountysagentsoremployeesandbtheGant19ortheGrinteesagentoremployeestheindemnityprovisions20providedforintheprecedingparagraphofthisfranchiseshallbe21validandenforceableonlytotheextentoftheGrantees negligence2223Granteespecificallyandexpresslywaivesanyimmunityder24IndustrialInsuranceTitle51RCWandacknowledgesthatthiswaiver25wasmutuallyagreeduponbythepartiesherein262728981202006 6 7 8 9 10 11 EXhibIT A TO If at any time the County of Pierce shall vacate any publicstreetroadoralleywhichissubjecttorightsgrantedbythis franchise the Pierce County Council may at their option and bygivingthirtydaysWrittennoticetotheGranteeitssuccessorsandassignsterminatethisfranchisewithreferencetosuchcountyroadstreetoralleysoacquiredandtheCountyofPierceshallnotbeliableforanydamagesorlosstotheGranteebyreasonofsuch termination VII 12 If at any time a new county road is created or established13andconstructedoranexistingcountyroadisreconstructed14realignedoritsgradeischangedorifsewerordrainage15facilitiesoranyotherfacilitieswithinfutureorexistingcounty16roadrightofwayareconstructedreconstructedmaintainedor17relocatedallsuchworktobecalledCountyProjectshereinafter18andiftheinstallationofthefacilitiesasallowedinthis 19 franchise and all supplements and changes thereto should interfere20inanymannerwithanysuchcountyprojectsthentheGanteeatno21expensetothePiercecountyshalluponnoticechangethelocation22oradjusttheelevationofitsfacilitiessothatsuchfacilities23shallnotinterferewithsuchcountyprojects 24 When relocation of Grantees facilities are required by such5countyprojectsthefollowingproceduresshallbefollowed 26 27 28 981202006 1 2 3 5 7 8 9 10 I1 12 13 14 15 6 17 18 19 2O 21 22 23 2 25 26 27 28 EXHSiT A TO Pierce County shall make available to Grantee a list of anticipated projects for each new budget period as soon as is reasonably practicable Pierce County shall provide to Grantee two sets of preliminary plans for individual projects as soon as such plans are developed to a state of reasonable certainty and shall advise Grantee of the anticipated date of start of work on such projects 3 oGrantee shall when requested by Pierce County n writing locate their facilities in the field show those locations on one set of the preliminary plans provided and return that set to Pierce County Public Works and Utilities Transportation Services within four weeks of receiving the written request Pierce County shall provide to Grantee final plans for such projects as soon as such plans are available and shall confirm or correct the anticipated date of start of work on such projects 5 Pierce County shall assist Grantee in determinin how its facilitiesshatl be relocated Such assistance by Pierce County shall include at a minimum copies of plans as reired above and specifications for such county projects and information known to Pierce County as to 981202006 5 7 8 10 1 12 13 14 17 18 19 2O 21 22 23 25 27 28 EXhibIT A TO existing survey control available for location of such county projects Such assistance shall not subject Pierce County to any liability for the costs of relocating the sbject facilities a second time if Grantee incorrectly relocated its faciliies the first time When recuested Pierce County and Grantee shall meet to discuss how county projects and utility relocations can be accomplished with the least impact on the other Pierce Countys decision shall be final in such matters but shall not be unreasonable Relocation of Granteesfacilities shall be completed in a timely manner defined as follows Relocation of Granteesfacilities shall normally be accomplished in advance of county projects In the event relocation of Granteesfacilities shall be done concurrently with such projects Pierce County shall be so notified and agree to a written schedule for relocation Compliance with such a written schedule shall be Grantees duty In no event shail relocation of Granees faciities interfere with the prosecution of county projects 981202006 1 2 3 4 5 7 10 11 12 15 17 18 19 20 21 22 23 24 25 26 27 28 EXHIBIT 8 A TO 32 If Grantee should not relocate its facilities in a timely manner as required above Pierce County may relocate or cause to be relocated such facilities of Grantee a Pierce County deems necessary and in the manner Pierce County deems necessary in its sole discretion Grantee hereby indemnifies and holds Pierce County its employees officers officials and aentstotally free and harmless from all and any liaiitywhich may arise from damages caused by the relocation by Pierce County of the facilities of Grantee even if such damages an liability arise from the negligence of Pierce County its employees officers officials and agents Grantee hereby indeuifies and hold harTness Pierce County its officers officials and employees from damages which may arise from Granteessfailure to relocate its facilities in accordance with the dates for completion of relocation of facilities set forth above or any other act or omission by Grantee its contractors agents officers or employees related to the provisions of this franchise 10 It shall be conclusively presumed that Pierce County will have suffered damages as a result of exercising its rights as set forth in Item 8 above and compensation for such damages will be difficult to ascertain and therefore Grantee shall compensate Pierce County for 981202006 1 8 9 10 12 13 4 19 2O 2 22 23 24 27 28 3 4 7 EXHIBIT A TO such damages in the amount of twice the amount of the cost of such relocation of Granteesfacilities by Pierce County 11 The exercise of its rights as set forth n Item 8 above by Pierce County in no way relieves Grantee of completing andor finalizing the relocation of its facilities at n exp ense to Pierce County if the relocation work done by Pierce County is incomplete 12 in theevent a law suit is brought by Pierce County against Grantee to collect damages presumed under Item 10 above for the exercise by Pierce County of its rights under Item 8 above Grantee hereby agrees the only issue will be the actual cost to Pierce County for relocating Granteesfacilities The party prevailing in such an action shall be allowed its legal fees and costs VIIi The Grantee shall not sell transfer or assign this franchise without first securing the written permission to do so upon such terms and conditions as determined by the Council of Pierce County If such permission is granted the terms and conditions set forth herein shall be binding on the Granteessuccessors and assigns unless others are imposed by the Council of Pierce County when such permission is granted 981202006 1 5 8 9 12 13 15 6 7 18 19 20 21 22 23 24 25 26 27 28 EXHIBIT A TO This franchise is granted upon the further express condition that it shall not be an exclusive franchise and shall not in any manner prohibit the County of Piere from granting any othe franchise over in along under upon and across any of the said county roads of any kind and character or territories that may be deemed proper by the Pierce County Council and this franchise shall not in any way prevent the County of Pierce from using the county roads and highways or affect the jurisdiction over them and eveq part of them by the County of Pierce with full power to make the necessary repairs changes and alterations in the sameand like maDa as though this franchise had never been granted Pierce County reserves for itself the right to so change amend modify or amplify this franchise to conform to any state staue order of the Washington Utilities and Transportation Commission or county renuetlon ordinance or rightofwayregulation as may hereafter be enacted adopted or promulgated Dd this franchise may be terminated at any time upon ninety days written notice to the Grantee to teminate this franchise if the Grantee fails to comply with its tems and conditions or if the Grantee fails to comply witk such changes amendments modifications or amplifications and upon termination Pierce County shall have a lien upon all equipment and materials erected or placed under this frenchse which lien may be enforced to reimburse Pierce County for any reasonable expenses nd payments incurred in terminating this franchise and to cure defaults by the Grantee 9812020 U6 7 8 l0 12 13 14 15 16 17 18 19 2O 21 22 23 24 25 28 EXHiSiTI A TO 6 f Grantee agrees to and shall provide available financial information to the County upon reasonable reoest Granteeagrees to and shall during regular business hours and at its office located in Pierce County Washington allow agents of Pierce County access for inspection and reproduction of all of Granteesbusiness records gross revenue reports or rules and regulations relevant to a determination of the gross revenues received by Grantee from the area served by the facilities permitted by this franchise x In the event that the territory covered by this franchise shall at any time during the franchise period be included within the limits of any incorporated city or town the authorities of said city or town shall have the right to be exercised at their discretion to acquire by purchase or condemnation ny part of such pipes conduits and water system other than transmission lines at a price to be based upon the reasonable value of the same at the time without any additional value for the franchise or ny unexpired period thereof and upon uch acquirement this grant and franchise shall immediately terminate XI Grantee acknowledges that Pierce County Charter Section 920 franchises provides in part All franchises hall be subject to the right of the County or the people acting for themselves through referendum to repeal for cause amend or modify the franchise in the interest of the public and agrees to said condition 981202006 1 2 3 5 7 8 9 0 1 12 3 15 17 8 9 2O 2 22 23 24 25 26 27 28 Any failure to render adequateservice to the patrons of said water system or the discontinuance of such water sevices without fault on the part of the patron or ptrons involved for a period of thirty days shall work a forfeiture of this franchise at the discretion of the Pierce County Council unless the failure should result from causes beyond human control XIII Venue and jurisdiction for any controversy arising from his franchise shall be in Pierce County Washington XIV The full acceptance of this franchise and all its terms and conditions within thirty days from September 28 1998 by the City of Auburn a municipal corporationofthe State of Washington in writing is to be filed withthe Clerk of the Pierce County Council and shall be a condition precedent to its taking effect ad unless thefranchise is accepted within such time this franchise shall be null and void 981202006 1 6 7 9 10 11 12 13 14 15 16 17 18 19 2O 21 22 23 24 29 26 27 28 EXH8T A TO Pursuant to RCW 3655090 a copy of this franchise shall be recorded in the Office of the Pierce County Auditor DATED at Tacoma Washington this 26th day of OctOber City of Auburn a uncial cor0oration of the State ofWashingtonacceptsandagreetocoplywithailthetemsandconditionsofthisfranchise Name Charles A Booth Name Printed Title City of Auburn a municipal couoration of the SateofWashington october 19 1998 Date Pierce County Office ofthe County Council 930 Tacoma Avenue South Room 1046TacomaWashington984022176 253 7987777 FAX 253 7987509 18009922456 STATE OF WASHINGTON COUNTY OF PIERCE ISANDY BASSETT Deputy Clerk ofthe Pieme County Council do hereby certify that the attached is a full true and correct copy ofthe following document ORDINANCE NO 9872 The original ofthis document is currently located in the Office of the Pierce County Council 930 Tacoma Avenue South Room 1046 Tacoma Washington 98402 IN WITNESS WHEREOF I have hereunto set my hand and affixed the official seal ofPierce County Washington this 32CLlday of tll9L 1998 PIERCE COUNTY COUNCIL PIERCE COUNTY WASHINGTON Sandy BasjttDeputyerkofthe Council 9812020061 SEC 012004 1 2 3 5 6 7 8 9 10 1 12 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 EXHilT A TO Pursuant to RCW 3655080 a copy of this franchise shall be recorded in the Office of the Pierce County Auditor DATED at Tacoma Washington this 26th day of October eourf kecutive City of Auburn M municipal corporation of the State ofWashingtonacceptsandagreestocomplywithallthetermsandconditionsofthisfranchise Charles A Booth Name Printed MorTitle City of Auburn a municipal corporation of the StateofWashington October 19 1998 Date 3 kXIIIL'IT "!1" LAKELAND DIV. 2 PHASE 1 KING COUNTY y F .17 PIERCE COUNTY LAKELAND c"~~rG.,•t~'~pDIV. 2 PHASE 2& 3 1 oa LAKELAND DIV. 1 PHASE 3 t 1_"_.-_- I yc 1 Q'I Lz;;0~\ I e AUBURN CITY LIMITS a 1EXiSii' NG I 1 i I A f i Q o i e W r oo Ews- nNO a ;ePROPOSED AUBURN/ BONNEYLAKE 1--800'WA TER SER V! CE A REA SSECTION 06- 20- 05 I DBM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RESOLUTION NO 3 0 1 9 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN EMERGENCY FIRE FLOW PROTECTION AGREEMENT BETWEEN THE CITY AND THE CITY OF BONNEY LAKE WHEREAS by Resolution No 2925 the City of Auburn approved an agreement with Bonney Lake on water service and WHEREAS by unanimous adoption at the March 2 1998 Council Workshop Bonney Lake approved an agreement with the City of Auburn on water service and WHEREAS the Lakeland PUD in Pierce County is located in the Bonney Lake water service area as defined in the 1995 Pierce County Coordinated Water System Plan and WHEREAS in the Lakeland Annexation and Utilities Agreement Ordinance No 4867 and Amendment to the Lakeland Annexation and Utilities Agreement Resolution No 2955 The Lakeland Company hereinafter referred to as TLC agreed to comply with City of Auburnsurban service standards and WHEREAS by separate agreement The Lakeland PUD in Pierce County is served by the Auburn Fire Department as agreed in Section 16 of the Amendment to the Lakeland Annexation and Utilities Agreement Resolution No 2955 and the Lakeland Annexation and Utilities Agreement Ordinance No 4867 and Resolution No 3019 November 17 1998 Page 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 WEREAS the City of Auburns minimum fire flow service standard is 2500 gpm for 3 hours with residual pressure of 20 psi as defined in the 1995 Comprehensive Water Plan and amended in 1997 by Ordinance No 5051 and WEREAS TLC desires to build MultiFamily Developments Division 1 Phase 4 1P4 and Lots 5 6 and 7 hereinafter referred to as the Multifamily Development Area in the immediate future within the Lakeland PUD in the Bonney Lake Water Service Area and WHEREAS TLC has requested Bonney Lake enter into an agreement with the City of Auburn to provide an emergency intertie for fire flow in order that TLCs development meet AUBURNsfire flow service standards and WEREAS Bonney Lake is unable at this time to meet AUBURNs fire flow requirements and desires to enter into an agreement for an emergency intertie for fire flow for the proposed Lakeland Company Multifamily Development Area and WEREAS the City of Auburns water service area abuts BONNEY LAKEs water service area and Auburns system has adequate infrastructure to provide the emergency intertie for fire flow protection to the Multifamily Development Area and Resolution No 3019 November 17 1998 Page 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 WHEREAS AUBURN is willing to provide emergency fire flow to TLCs proposed Multifamily Development Area in consideration of Lakelands agreement to pay to the City of Auburn a fire flow development charge and WHEREAS TLC pursuant to a separate agreement has agreed to compensate the City of Auburn for Auburns providing to Bonney Lake pursuant to this agreement an intertie for emergency fire flows to the proposed Multifamily Development Area NOW THEREFORE THE COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute an Emergency Fire Flow Protection Agreement between the City and the City of Bonney Lake A copy of said Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 3019 November 17 1998 Page 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DATED this 7th day of December 1998 CITY OF AUBURN CHARLES A BOOTH MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM Michael J Reynolds City Attorney Resolution No 3019 November 17 1998 Page 4 EMERGENCY FIRE FLOW PROTECTION AGREEMENT City of Auburn and the City of Bonney Lake THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as AUBURN and the City of BONNEY LAKE hereinafter referred to as BONNEY LAKE WITNESSETH WHEREAS By Resolution 2925 AUBURN approved an agreement with BONNEY LAKE on water service and WHEREAS By unanimous adoption at the March 2 1998 Council Workshop BONNEY LAKE approved an agreement with AUBURN on water service and WHEREAS the Lakeland PUD in Pierce County is located in the BONNEY LAKE water service area as defined in the 1995 Pierce County Coordinated Water System Plan and WHEREAS in the Lakeland Annexation and Utilities Agreement Ord 4867 and Amendment to the Lakeland Annexation and Utilities Agreement Res 2955 The Lakeland Company hereinafter referred to as TLC agreed to comply with AUBURNsurban service standards and WHEREAS by separate agreement The Lakeland PUD in Pierce County is served by the AUBURN Fire Department as agreed in Section 16 of the Amendment to the Lakeland Annexation and Utilities Agreement Res 2955 and the Lakeland Annexation and Utilities Agreement Ord 4867 and WHEREAS AUBURNsminimum fire flow service standard is 2500 gpm for 3 hours with residual pressure of 20 psi as defined in the 1995 Comprehensive Water Plan and amended in 1997 by Ordinance 5051 and WHEREAS TLC desires to build MultiFamily Developments Division 1 Phase 4 1P4 and Lots 5 6 and 7 hereinafter referred to as the MULTIFAMILY DEVELOPMENT AREA in the immediate future within the Lakeland PUD in the BONNEY LAKE Water Service Area WHEREAS TLC has requested BONNEY LAKE enter into an agreement with AUBURN to provide an emergency intertie for fire flow in order that TLCs development meet AUBURNsfire flow service standards and Emergency Fire Flow Protection Agreement City ofAuburn and City ofBonney Lake 111398 Page 1 of5 Exbi bit A Resolution No City of Auburn 3019 WHEREAS BONNEY LAKE is unable at this time to meet AUBURNsfire flow requirements and desires to enter into an agreement for an emergency intertie for fire flow for the proposed Lakeland Company MULTIFAMILY DEVELOPMENT AREA and WHEREAS AUBURNswater service area abuts BONNEY LAKEswater service area and AUBURNssystem has adequate infrastructure to provide the emergency intertie for fire flow protection to the MULTIFAMILY DEVELOPMENT AREA and WHEREAS AUBURN is willing to provide emergency fire flow toTLCs proposed MULTIFAMILY DEVELOPMENT AREA in consideration of Lakelands agreement to pay to AUBURN a fire flow development charge and WHEREAS TLC pursuant to a separate agreement has agreed to compensate AUBURN for AUBURNsproviding to BONNEY LAKE pursuant to this agreement an intertie for emergency fire flows to the proposed MULTIFAMILY DEVELOPMENT AREA and NOW THEREFORE IT IS MUTUALLY AGREED as follows In the event a fire flow emergency occurs within the Lakeland South Multi Family Developments of Division 1 Phase 4 1P4 and Lots 5 6 and 7 hereinafter referred to as the MULTIFAMILY DEVELOPMENT AREA requiring fire flows beyond what the BONNEY LAKE System can deliver the AUBURN Fire Chief or hisher designee is hereby authorized to open the valve in the water main between the two systems to provide the required fire flow The authorization granted in section 1 above herein is intended to serve as emergency fire flow protection for the MULTIFAMILY DEVELOPMENT AREA only Water shall not be withdrawn from the AUBURN Water System for any other purpose than that described in section 1 without prior written approval from AUBURN A fire flow emergency is defined as a fire event that requires fire flow capacity beyond that which the BONNEY LAKE System is able to provide as required under AUBURNs 1995 Comprehensive Water Plan and amended in 1997 by Ordinance 5051 to the MULTIFAMILY DEVELOPMENT AREA In the event if it becomes necessary for the AUBURN Fire Chief or hisher designee to open the valve as described in the above sections no fees will be charged to BONNEY LAKE for water consumed 5 This agreement does not authorize or permit AUBURN to utilize water from the BONNEY LAKE Water System Emergency Fire Flow Protection Agreement City ofAuburn and City ofBonney Lake 111398 Page 2 of5 This agreement shall terminate when BONNEY LAKE provides documentation that demonstrates to AUBURN that infrastructure has been developed to meet AUBURNsurban service standards for fire flow oEach participant agrees to defend indemnify and hold harmless the other participant from and against any liability loss cost damage or expense of any kind and nature arising out of injury to person or damage to property in any manner caused by the negligent act or omission of the indemnifying individual participant in performance of its work pursuant to in connection with this agreement Should a dispute arise between the parties that cannot be resolved satisfactorily a mediator mutually acceptable to the parties shall resolve the dispute through the use of mediation at equal cost to each party Should the parties not be able to satisfactorily resolve the dispute through mediation the forum for resolution shall be Pierce County Superior Court The prevailing party will be entitled to attorney fees and costs 9 If any provision of this agreement shall be unenforceable or invalid for any reason the remaining sections shall be in force and effect 10 In the event TLC fails to make payment as provided in its Emergency Fire Flow Protection Agreement with AUBURN AUBURN is under no obligation to provide emergency fire flow to BONNEY LAKE for the MULTIFAMILY DEVELOPMENT AREA Emergency Fire Flow Protection Agreement City ofAuburn and City ofBonney Lake 111398 Page 3 of5 IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN CHARLES A BOOTH MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM Michael J Reynolds City Attorney STATE OF WASHINGTONSSCountyofKing I certify that I know or have satisfactory evidence that Charles A Booth and Danielle E Daskam were the persons who appeared before me and said persons acknowledged that they signed this instrument on oath stated that they were authorized to execute the instrument and acknowledged it as the MAYOR and CITY CLERK of the CITY OF AUBURN to be the free and voluntary act of such parties for the uses and purposes mentioned in this instrument o 11 G Notaw Public p and forhe State of WashingtonWASresidingat My appointment exires Emergency Fire Flow Protection Agreement City ofAuburn and City ofBonney Lake 111398 Page 4 of5 BOB6O STATE OF WASHINGTON SS County ofPierce I certify that I know or have satisfactory evidence that Bob Young was the person who appeared before me and said person acknowledged that they signed this instrument on oath stated that they were authorized to execute the instrument and acknowledged it as the MAYOR ofthe CITY OF BONNEY LAKE to be the free and voluntary act ofsuch parties for the uses and purposes mentioned in this instrument Dated Notary Public inand forleSate ofWashington residing at My appointment expires Q LMbd REF HFACFAC2385E981268 Emergency Fire Flow Protection Agreement City ofAuburn and City ofBonney Lake 111398 Page 5 of5 RESOLUTION NO 3 I 9 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AMENDMENT NO 1 TO THE BILATERAL COMPLIANCE AGREEMENT BETWEEN THE CITY AND THE STATE DEPARTMENT OF PUBLIC HEALTH WHEREAS the City entered into a Bilateral Compliance Agreement in 1996 which identified a step plan to meet the provisions of the Lead and Copper Rule of the Safe Drinking Water Act and WHEREAS the step plan must be expanded to include treatment for Well 6 and Well 7 as they are supplemental supply for the Citys water system and WHEREAS it has been determined the timeline for completion of the project must be expanded to account for the development of the new wells NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT SECTION 1 The Mayor and City Clerk of the City of Auburn Washington are herewith authorized to execute Amendment No 1 to the Bilateral Compliance Agreement between the City of Auburn and the State Department of Health including treatment for Well 6 and Well 7 and modifying Resolution No 3190 January 21 1999 Page 1 the timeline for the treatment facility to be operational A copy of said Amendment is attached hereto and denominated as Exhibit A SECTION 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directires of this legislation DATED and SIGNED this 6TM day of March 2000 CITY OF AUBURN CHARLES A BOOTH MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM Michael J Reynolds City Attorney Resolution No 3190 January 21 1999 Page 2 BILATERAL COMPLIANCE AGREEMENT Amendment No 1 Water System Name City of Auburn Water System Subject Compliance with the Lead and Copper Rule Chapter 246290WAC The following compliance agreement is hereby established between the Department of Health hereafter Department and City of Auburn Water System hereafter City The Department and the City agree on the following corrosion control issues approaches and schedules 1 Auburn has slightly exceeded the copper action level at the 90th percentfie per the Lead and Copper Rule 15 and 157 mgfL copper at 90th percentfie compared to standard of 13 mgL copper for medium size systems 2 The best utility system approach is to adjust the pH of the water in the distribution system to reduce corrosiveness towards copper and may include other appropriate measures such as replacement of susceptible materials changes to electrical grounding practices etc 3 Corrosion control optimization is realized when the elevated pH levels will have caused the following Copper levels are reduced and maintained below the action level of 13 mgL at the 90th percentfie see items 4 and 5 for clarifications No significant adverse impacts of the treatment on bacteriological quality in the distribution system No significant adverse impacts of the treatment on domestic customer satisfaction eg red water due to disturbances in unlined cast irons and No significant adverse impact on commercial and industrial customers health care facilities and wastewater facilities Any significant adverse impacts occurring as a result of corrosion control will be investigated and documented along with possible mitigation measures in a report prepared by the City and submitted to DOH Exhibit A Resolution 3190 1 4 The 90th percentile copper level will be calculated using the original 60 monitoring sites per the Lead and Copper Rule plus an estimated 30 additional monitoring sites in the vicinity of untreated sources Results of all analyses of samples from all monitoring sites in the system will be evaluated in one sampling pool to determine Lead and Copper Rule Compliance The limits of the zones surrounding untreated sources are depicted on Exhibit 1 5 Untreated sources of supply will be sampled within the limits of the zones of influence using the number of connections and the population of the zone and a factor of 25 people per connection as a conversion factor as follows Population Number of Sample Sites 100 5 101500 10 5013300 20 330110000 40 Sample sites will be selected per the Lead and Copper Rule Any previous monitoring sites in the untreated zones of influence will be retained and can be used in lieu of a new site 6 Treatment is anticipated in 4 stages at this time Source Stage Coal Creek Springs plus blending of well 4 1 Well 2 6 and 7 1 Well 1 To be determined Well 4 2 if needed West Hill Springs 3 if needed Wells 5 and 5A Lakeland Hills No treatment Monitoring indicates supply is not corrosive Wells 3Aand3B To be determined Future Sources To be determined 7 Monitoring will be conducted after each stage to determine if optimization is achieved If optimization is achieved no further treatment stages are needed If optimization is not achieved the City plans to proceed to next stage with Department approval 8 Schedule for Stage 1 Project Schedule for Stage 1 Date Submit Lead and Copper Compliance Report DOH July July 19 1995 1 1995 Schedule Met Finalized BCA assumed start October 7 1996 Submit 30 Design Reports for Coal Creek and Fulmer October 1999 Field to DOH DOH Approval of 30 Design Reports Pending BCA Amendment No i March 202000 Submit Final Plans and Specifications September 15 2000 DOH Approval of the Final Plans and Specifications October 12 2000 Complete Construction of Facilities July 18 2002 Monitoring Report 2 Rounds July 17 2003 Submit Report to Determine ff System is Optimized October 23 2003 9 If the Lead and Copper Rule is amended or changed the Department and City will review the changes and their effects on the City and if needed will jointly renegotiate this agreement The City of Auburn agrees to perform the following Submit a project report and construction documents In accordance with WAC 246290110 and 120 submit for review and approval a project report Predesign Engineering Report and construction documents plans and specifications for the installation of the corrosion control treatment equipment approved by the Department Construct corrosion control treatment facilities Complete the installation of Stage i corrosion control treatment facilities in accordance with Department approved construction documents prior to July 18 2002 Monitor water quality parameters Monitor water quality parameters in accordance with Title 40 CFR Chapter I Part 14187c d and e beginning on July 19 2002 Monitor tap water quality for lead and copper Monitor tap water quality in accordance with Title 40 CFR Chapter I Part 14186 d and complete two six month monitoring compliance periods prior to July 19 2003 Well 4 Discharge Well 4 into Reservoir 1 for blending under normal operating procedures Monthly production records will be kept to document where the water is directed and made available to the Department upon request Department will allow Well No 4 to be discharged directly into the distribution system should distribution system pressure drop below 35 psi during an emergency fire main break etc Optimization Report Prepare and submit an optimization report that addresses copper monitoring results any significant adverse effects that may reasonably be associated with corrosion control any copper staining incidents that occur in the untreated zones of influence and any copper staining or corrosion incidents in new construction The report will document what action the City plans to take to address these occurrences Further the optimization report will recommend a pII operating range for optimization and will recommend if Stage 2 treatment needs to be implemented The Department of Health areesto Concur with Optimization The Department agrees that optimization is achieved that Auburn will be considered in compliance with the LCR and that no further stages of implementation will be required when the following conditions are met Copper levels are reduced and maintained below the action level of 13 mgL at the 90th percentile see items 4 and 5 for clarifications No significant adverse impacts of the treatment on bacteriological quality in the distribution system No significant adverse impacts of the treatment on domestic customer satisfaction and No significant adverse impact on commercial and industrial customers health care facilities and wastewater facilities The Department will also consider the Optimization Report in determining compliance with the LCR Defer enforcement The Department shall not initiate any enforcement actions for violations of the Lead and Copper Rule as long as the conditions of this agreement are being met Renegotiate agreement The Department will negotiate the level of activity or the schedules in this agreement if requested by the City Terminate agreement The Department agrees to terminate this agreement within 30 days upon request by the City All documents or reports required by this agreement questions about compliance and request to modify this agreement shall be directed to DOHNorthwest Drinking Water Operations 1511 3rd Avenue Suite 719 Seattle Washington 98101 CITY OF AUBURN Charles A Booth Mayor Date Dd O ATTEST Danielle E Daskam City Clerk My PROVED AnSoldT s CFiOtyR AMttorney WASHINGTON STATE DEPARTMENT HEALTH Ahhorized Signatt9 Print or Type Name TITLE C ftYf Date 2Lft J290 LRMYbd REF HPROJPR62921E00133 R E C Ir V ir D FIB I 4 2000 5 NW DRINKING WATER Exhibit 1 Auburn Water System Limits of Zones of Influences for Untreated Sources RESOLUTION NO 3374 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON REPEALING RESOLUTION NO 3358 AND THE AUTHORIZATION THEREFOR AND APPROVING THIS RESOLUTION NO3374 AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF KENT WHEREAS Resolution No 3358 authorizing the execution of an Emergency Water System Intertie Agreement was approved by the City Council on June 18 2001 and WHEREAS the Emergency Water SyStem Intertie Agreement attached as Exhibit A to Resolution NO 3358 was a draft of the final Emergency Water System Intertie Agreement agreed to by Auburn and Kent and WHEREAS changes were made by both parties to the draft agreement attached to Resolution No 3358 that were intended to be in the agreement executed by both parties and WHEREAS pursuant to RCW 35A11040 Auburn and Kent have legal authority to exercise their powers and perform any of their functions as set forth in RCW 3934 and WHEREAS pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and Kent have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services and WHEREAS the City of Auburn and the City of Kent currently have an emergency water system intertie and Resolution No 3374 071701 Page 1 WHEREAS the existing intertie station is going to be removed and relocated as part of the South 277 Street Improvement project and WHEREAS a temporary emergency water system intertie Will be constructed and available for use during the South 277th Street Improvement project and WHEREAS an agreement outlining the design construction and operation of the temporary and permanent emergency water system intertie is needed NOW THEREFORE THE COUNCIL OF THE CITYOF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Section 1 Pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and Kent have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services Section 2 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute the Emergency Water System Intertie Agreement which was agreed to between the City and the City of Kent A copy of said Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein Section 3 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 3374 071701 Page 2 DATED this day of 2001 CITY OF AUBURN CHARLES A BOOTH MAYOR ATTEST City Clerk APPROVED AS TO FORM Michael J Reynolds City Attorney Resolution No 3374 071701 Page 3 Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 PACXFX NIJ TXT AGPAGEtOF095xe232eoio9KXNGCOUNTYU RECORDERS COVER SHEET Document Titles or transactions contained therein 1 EMERGENCY WATER SYSTEM INTERTIE AGREEMENT E5 3 5 Reference Numbersof Documents assigned or released rAdditionalreference s on page of document Lor GrantorsLast name first then first name and initials 1 Auburn City of Grantee Last name first 1 Kent City of Legal Description abbreviated ielot block plat or section township range NA Government Interlocal Additional legal is on page of document AssessorsProperty Tax ParcelAccount Number NA Government Interlocal Assessor Tax not yet assigned EMERGENCY WATER SYSTEM INTERTIE AGREEMENT KentAuburn Intertie Agreement No 1 THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as Auburn and the City of Kent hereinafter referred to as Kent for the purposes of planning designing constructing maintaining and operating an emergency system intertie between the respective parties WITNESSETH WHEREAS both Cities have water facilities in the vicinity and WHEREAS both Cities can increase fire protection and emergency water supply reliability for their customers and WHEREAS the Cities are willing to provide the necessary services to increase fire fighting and emergency supply reliability upon the terms and conditions set forth herein NOW 1 THEREFORE IT IS MUTUALLY AGREED as follows The emergency water system intertie is intended to be operated manually as a two way emergency supply between the Auburn and Kent Systems The intertie facility shall be located near South 277th Street at the Water Service Area Boundaries between the two cities An existing intertie located at B Street NE and South 277th Street will be replaced with a temporary metering station and eventually a permanent metering station Final location and configuration of the facilities shall be determined at the time of final design The emergency water system intertie shall be operated only in the event of an emergency For purposes of this agreement an emergency shall be defined as resulting from a water shortage a major water line break fire demand contamination to the water supply system mechanical equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other agreed upon emergency within the water supply system Auburn has acquired the right of way for the metering station and Kent will design and administer the contract for the construction of the temporary facilities within the right of way acquired by the City of Auburn The permanent facilities will be constructed as part of the South 277th Street Improvement Project All of the facilities will be designed and constructed in accordance with reasonably accepted water utility standards for similar municipal water utilities Auburn will own and maintain the piping interior oequipment emergency meter and interior appurtenances and all piping up to the Kent side of the vault for both the temporary and permanent metering stations Upon completion of construction Auburn will transfer ownership of all exterior appurtenances and all piping which is located on the Kent side of the vault to Kent Kent will own and maintain the exterior appurtenances and all piping on Kents side of the vault Each City will each have unlimited access to the vault via a dual padlock or ownership of keys to the vault Each City will operate the respective normally locked valve inside of the vault Auburn will solely unlock and operate the locked valve on Auburns side of the meter and Kent will solely unlock and operate the locked valve on Kentsside of the meter The procedure for operating the intertie in the event of such emergency shall be as follows Each City shall determine that an emergency of sufficient magnitude has occurred which warrants the need to request that the intertie be activated The Public Works Director or appointed person or authorized personnel shall provide a verbal request to the other Citys Public Works Director or appointed person Upon agreement that an emergency exists which shall allow for the intertie to be opened the intertie will be activated as soon as reasonably possible Both Cities personnel shall be present at the vault to open the valves to activate the facility The City requesting the activation shall provide a written confirmation of the request not less than 24 hours after the verbal request or on the first day of normal business after the verbal request The intertie shall remain activated until the City requesting activation determines that the need for activation of the emergency intertie has ceased and shall request in writing to close the intertie Eo In case of emergency or whenever the public health safety or the equitable distribution of water so demands the City supplying the water may change reduce or limit the time for or temporarily discontinue the supply of water without notice water service may be temporarily interrupted limited for purposes of making repairs 10 extensions or doing other necessary work and the City supplying the water shall not be responsible for any damage resulting from interruption change or failure of the water supply and the City receiving the water City requesting activation shall save and hold harmless the City supplying the water from any loss damages or suites to or by customers of the City receiving the water resulting from interruption change or failure of water supply provided by this Agreement except damages arising out of the City supplying the wateFs negligence Prior to a planned interruption or limiting of service the City supplying the water will notify the City receiving the water of such not less than three days prior to the service disruption The City supplying the water agrees to use best efforts and reasonable diligence to notify the City receiving the water as soon after it becomes aware of the need for service disruption and further will to the extent practical limit the service disruption to daylight hours Auburn shall read the meter upon activation and upon deactivation of the intertie The city supplying the water shall verify the information and shall then calculate and invoice the other City for the water used during the request The invoice shall be calculated by the total water used during the event The rate shall be at the current Auburn or Kent Wholesale Rate depending on which city is supplying the water This shall be complete payment for the water labor and administration of activating the intertie The total project costs shall include costs for consulting design service and construction These costs shall be paid for by the City of Kent The project costs shall be reviewed and agreed upon by Public Work Directors of both Cities at the beginning and end of each stage described above Each City is responsible for associated staff administration and legal costs associated with the implementation of the agreement To the extent allowed by law the City of Kent shall defend indemnify and hold harmless the City of Auburn its elected officials employees and agents from and against any and all suits claims actions losses costs expenses of litigation attorneys fees penalties and damages of whatsoever kind or nature arising out of or in connection with or incident to an act or omission of the City of Kent its employees agents and contractors in the performance of the City of Kents obligations under the Agreement and this Amendment This indemnification provision shall include but is not limited to all claims against the City of Auburn by an employee or former employee of the City of Kent or its contractors and as to such claims the City of Kent expressly waives all immunity and limitation of liability under Title 51 RCW To the extent allowed by law the City of Auburn shall defend indemnify and hold harmless the City of Kent its elected officials employees and agents from and against any and all suits claims actions losses costs expenses of litigation attorneys fees penalties and damages or whatsoever kind or nature arising our of in connection with or incident to an act or omission of the City of Auburn its employees agents and contractors in the performance of the City of Auburnsobligations under this Agreement This indemnification obligation shall include but is not limited to all claims against the City of Kent by an employee or former employee of the City of Auburn or its contractors and as to such claims the City of Auburn expressly waives all immunity and limitation of liability under Title 51 RCW 11 This Agreement shall remain in force until terminated by either party hereto upon 60days written notice to the other party Any project costs incurred up to the date of such notice as described herein shall be shared in accordance with the provisions of this Agreement IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN King County Washington Mayor Date City Attorney Date CITY OF KENT KingCunty W Mayor Date Approved as to form ByCity Attorney Date HWQWATERUTILITYIlNTERTIESKENKENTEIA FINALDOC RESOLUTION NO3 3 8 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO PERFORM THE NECESSARY ADMINISTRATIVE MEASURES TO APPROVE AUBURNS WITHDRAWAL FROM THE EXISTING SOUTH KING COUNTY REGIONAL WATER ASSOCIATION JOINT OPERATING AGREEMENT DATED OCTOBER 8 1996 AND TO INDICATE AUBURNS ACCEPTANCE AND CONTINUANCE AS A SIGNATORY MEMBER OF THE REVISED SOUTH KING COUNTY REGIONAL WATER ASSOCIATION JOINT OPERATING AGREEMENT DATED DECEMBER 19 2000 WHEREAS Auburn is a member of the South King County Regional Water Association SKCRWA consisting of the cities of Algona Black Diamond Kent and Pacific and Lakehaven Utility District Soos Creek Water Sewer District and King County Water District 111 as authorized by Resolution No 2568 adopted June 5 1995 and modified by Resolution No 2781 adopted December 21996and WHEREAS the Board of Directors of the SKCRWA saw a need to make certain amendments to the Joint Operating Agreement dated October 8 1996 to provide clarification to the intent of the agreement and WHEREAS the Board of Directors of the SKCRWA have now prepared and recommended for approval by each participatory member an update of the Joint Operating Agreement to which Auburn is a signatory member Resolution No 3383 August 172001 Page 1 NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES AS FOLLOWS Section 1 The Mayor and City Clerk of the City of Auburn are hereby authorized to perform the necessary administrative measures to approve Auburns withdrawal from the existing SKCRWA Joint Operating Agreement dated October 8 1996 and to indicate Auburns acceptance and continuance as a signatory member of the revised SKCRWA Joint Operating Agreement dated December 19 2000 A copy of said Agreement is attached hereto and denominated as Exhibit A and incorporated by reference in this Resolution Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 3383 August 17 2001 Page 2 ItDATEDandSIGNEDthis day of September 2001 QkL CHARLES A BOOTH MAYOR ATTEST lDaltelleEDaskam City Clerk APPROVED AS TO FORM Michael J Reynolds City Attorney Resolution No 3383 August 17 2001 Page 3 o D t Co o o 0 t a c o 0J Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 1F1C IIoF 11p171l1li KING RECORDERS COVER SHEET Document Titles or transactions contained therein Interlocal Agreement South King County Regional Water Association Joint OperatingAgreementI13Or FilED BY PNtrcLv3jLJ2 Reference Numbersof Documents assigned or releasedDAdditionalreferencesonpageofdocument GrantorsBorrowers Last name first then first name and initialsAuburnCityof GranteeAssigneeBeneficiary Last name firstSouthKingCountyRegionalWaterAssociation Legal Description abbreviated Le lot block plat or section township range PER RCW 3934 D Additional legal is on page of document AssessorsProperty Tax ParcelAccount Number NA f o Assessor Tax not yet assigned 1 1 r as tItc JpC o t c C c C 1 c c c c J SOUTH KING COUNTY REGIONAL WATER ASSOCIATION JOINT OPERATING AGREEMENT December 19 2000 WHEREAS an adequate and safe water supply for South King County Regional Water Association SKCRWA and its members is vital to both existing citizens and in implementing the longtenn comprehensive plans ofSKCRWA members and WHEREAS the State and SKCRWA prepared a Coordinated Water System Plan CWSP for South King County and WHEREAS projects that provide tor the coordinated and cooperative use and operationofsupplytransmissionstoragetreatmentandpumpingfacilitiestominimizecostprovidefor improved water quality protect the environment provide for emergency needs and maximize the best use ofthe resource is in the best interest ofthe citizens ofthe region WHEREAS the current and neartenn water needs of the local governments and SKCRWA require steps to establish a cooperative subregional water supply system and WHEREAS the SKCRWA is committed to cooperate toward regional solutions for both emergency and long range water supply needs and WHEREAS the SKCRWA signatory members developed a Joint Operating Agreement in 1995 and revised the Joint Operating Agreement in 1996 and now want to further revise the Agreement NOW THEREFORE the SKCRWA signatory members of this Joint Operating Agreement JOA agree as follows I GENERAL A The Signatory Members acknowledge the requirement to incorporate land use planning as defined by the Growth Management Act with water supply planningand B The Signatory Members recognize the benefits of developing a subregional water supply system that will allow the optimum use of surface and groundwater to better manage and protect the areas water resources and C The Signatory Members will hold an Annual Meeting about September 30th to review the status of this JOA and any Amendments as well as other problems of mutual concern The specific date time and location ofthe meeting will be set by mutual agreement December 192000 o D t c C o D C C o o J D Merger shall mean when two signatory members merge or when a signatorymemberandanonsignatorymembermerge E Termination This agreement shall cease to be binding on or to any signatorymemberthatisnotingoodstandingorwheneveramergeroccurs 2 INTENT A The general intent is to create a method for the Signatory Members to cooperatively use certain existing facilities and construct new facilities needed to develop a subregional water system The Signatory Members may mutually agree by Interlocal Agreement to produce additional water and distribute it within the Subregional Service Area with or without change to their retail service area B The JOA provides a rramework for joint development of specific projects that mayincludetwoormoreParticipantsEachfacilityprojectandorintertieshallbe developed under a separate Interlocal Agreement IA consistent with this JOA subject to approval by appropriate affected city council andor water district boards The specific intent of this JOA is to make provisions for a standardized fonn to create or expand cooperative agreements to meet the public water supply needs for both emergency and longtenn use and to establish a basis for agreement between Participants for financing ownership construction and operation of mutually beneficial projects required to achieve cooperative objectives These projects may include common facilities with other Agencies outside the SKCRWA planning area Interlocal Agreements IA negotiated under the provisions ofthis JOA shall speakforthemselvesandshouldreferencetheversionoftheJOAwhichisinplaceatthe time that the agreement is reached It is the intent of the Signatory Members that any Interlocal Agreements negotiated under the JOA would survive the withdrawal of a Signatory Member rrom the JOA or rrom the South King County Regional Water Association It is further the specific intent ofthis JOA to preserve Signatory Members existing water rights and protect the established or planned interest and needs of each Signatory Member with respect to sources ofwater Suggested content for anInterlocal Agreement is shown in Exhibit A C It is the desire of the Signatory Members that this JOA be incorporated into the South King County CWSP at the next update D The tenn Participant as used in this JOA shall mean all the signatories of an IA consistent with and implemented subsequent to this JOA December 192000 2 0 c 0 0 0 I 0 C C 0 N 4 E The term Signatory Members as used in this JOA shall mean a member in good standing of the South King County Regional Water Association who has signed this JOA Good standing includes but is not limited to being current on all dues to the SKCRWA 3 SUBREGIONAL SERVICE AREA AND FACILITIES A Subregional Service Area shall mean the Signatory Members Designated Water Service Areas identified in the CWSP or as approved by amendments to the CWSP or as identified in a Signatory Members approved Comprehensive Water Plan B Subregional Facilities shall mean a that portion ofthe Participants sources interties transmission and storage systems required to supply water to the service areas ofthe Participants or new facilities as defined by a separate IA pursuant to this JOA b those designated capacities within a Participant system as specificallydefinedinanappropriateIA C Facility Ownership Ownership of the physical facilities that exist on the date of this JOA shall remain with the individual Signatory Members Unless otherwise agreed to within a specific IA ownership and operational responsibilities of new facilities shall be based generally on location in designated service areas with capacity rights defined by appropriate IA WATER SUPPLY CAPACITY RIGHTS A Capacity Rights Participants may purchase capacity by IA Any changes in these capacity rights shall be recognized by an IA approved by the appropriate affected city councils andor water district boards B Additional JOA Participants Other agencies may purchase capacity rights in subregional facilities subject to the provisions of paragraph 4C Other agencies who become Signatory Members of the SKCRWA and become Participants in future projects undertaken under this lOA and future IAs will be assessed past costs associated with development ofthis JOA as specified in Exhibit B December 19 2000 3 o 0 t O o o 0 t t o C o o N C Wholesaling Water a A Signatory Member may wholesale water through lease or otherwise delivered through subregional facilities to areas outside of the Signatory Members Service Area so long as the other Signatory Members capacityrightsarenotnegativelyimpactedSignatoryMembersoftheSKCRWAagreethatwherefeasibleandmutuallybeneficialtheywillcoordinateplanningand development ofwater resources b Signatory Members further agree that prior to entering into any agreement to deliver long term water supply or construct joint facilities with a nonSignatoryMemberagencytheywillfirstmakeagoodfaithefforttooffersuchsuppliesandorcapacitiestoSignatoryMembersprovidetherightoffirstrefusal Such offers shall be made on a cost of service basis as established by separateIASignatoryMembersshallhave60daystorespond c Signatory Members agree that when entering into any agreement to deliver long term water supply or construct joint facilities with a nonSignatoryMemberagencyinaccordancewiththisJOAtheywillincludeandcollectfor remittance to the SKCRWA a fee for reimbursement of the costs for development ofthe JOA as specified in Exhibit B d Regular meetings of the SKCRWA shall be the forum for making SignatoryMembersawareofdiscussionsregardingwatersalesandjointprojectshoweveralloffersofparticipationorrequestsforparticipationshallbein writing with copies to other Signatory Members D Conservation All Participants will develop and implement a conservation planthatisconsistentwithStateguidelinesAdditionalorsupplementalconservation requirements beyond basic programs may be included in a specific Interlocal Agreement E Curtailment In general curtailment for delivery of firm water shall be on a uniform percentage basis for both wholesale and retail customers and curtailment for delivery of interruptible water shall be on a last in first out basis as determined by the date of formal agreement Specific curtailment requirementsandprovisionsshallbeincludedinInterlocalAgreementsimplementedunderthis JOA F uality An objective ofthe Signatory Members is to maintain the quality ofthe water in the subregional facilities at or above the quality required by the State drinking water standards The purchasing Participant will be responsible for ensuring water quality blending analyses and other water quality issues are resolved to their own satisfaction The Signatory Members may meet periodically to ensure that water quality and operational issues are addressed and that needed December 192000 4 r 0 0 I r 0 CJ 0 D 0 c 0 CJ December 192000 information is exchanged in a timely fashion The written results ofthese meetingswillbecirculatedinatimelymannertoallmembersandparticipantsandreviewed at the annual meeting G Additional Facilities Projected needs will be identified by the Participants based on the Participantsdesignated service areas As five or more years may be needed to bring major new source capacity capabilities on line fiveyear and tenyearforecastsarerequiredandmustbeupdatedwheneveraParticipantbecomesaware of any significant change in their forecast demand These will be discussed jointly as they arise and reviewed at the annual meeting H Financing Each Project IA will include pertinent details of financing for that project Financial participation in existing and additional facilities will be based on each Participantsprojected need for each facility as designated capacity rights Cost of Service Charge The Signatory Members and Participants will establish wholesale water sales charges for both emergency and longterm supply that include Icapital cost 2 fixed operating cost and 3 a variable operating cost based on quantity ofwater delivered based on actual costs ofproviding the service Fixed and variable operating and maintenance costs payments will be made monthly per meter and use rates Projected annual rate adjustments and documentation shall be provided at the annual meeting Any rate increase will be effective beginning January I ofthe following year I The Rates and Charges for the capital operation and maintenance ofthe system shall be based on the following a Capital Cost Those construction related costs incurred for Capacity Rights Capital Costs for facilities contracted solely for a specific project described in an IA are allocated based on designated capacity to be purcbased Capital costs shall include the debt service for each ParticipantSuchdebtserviceshallbedefinedastheactualdebtserviceondebt issued for the Participantsproportionate share of capacity rights or if no debt is issued for the Participantscosts by the financingParticipanttheamortizedvalueattheinterestrateofthemost recent revenue bond issued by the financing Participant over 20 years However should all capital costs be paid in full by anyParticipantpurcbasingcapacityrightspriortothetimeofthe financing Participant incurring the costs no interest charges shall be assigned to the Participant purchasing capacity rights 5 C D 1 o o C 0 r o c o 5o Cj Capital Costs associated with a supplying Participants construction of their internal water system facilities may be included in the fixed and variable operating costs as appropriate using cost of service principles in the same manner as those costs are included in the supplying Participantscustomer rate base b Fixed Ooerating Cost The cost of labor supervision suppliesutilitiesservicestaxesinsuranceandallothercostsrequiredto operate and maintain the system other than those items included under Variable Operating Cost The operating cost will include an allocation for renewal and replacement c Variable Ooerating Cost Those costs directly proportionate to the volume ofwater produced including chemicals electric power and other costs required to meet customer and system needs not included in a and b above 2 Accounting Subregional facilities accounting shall be documented in accordance with generally accepted accounting practices acceptable to the Participants ADMINISTRATIVE LEGAL AND OTHER PROVISIONS A Each Signatory Member shall designate in writing their representative responsibleforcoordinationandimplementationoftheJOAandthesubsequentIAsThe designated individuals will be the primary contact for all project approvals and communication and shall prepare and publish a schedule and plan to facilitate the planning design and daybyday operation of facilities associated with the subsequent IAs B Signatory Members in good standing may propose Amendments to this JOA at any time Signatory Members in good standing shall vote on proposedAmendmentsattheAnnualMeetingAquorumofSignatoryMemberspresentshallapproveanyAmendmentstothisJOApriortotheirsubmittaltoSignatoryMemberscitycouncilsandorutilitydistrictboardsforapprovalASpecialMeetingoftheSignatoryMembersmaybecalledforthepurposeofamendingthis JOA by two thirds ofthe Signatory Members in good standing C A Signatory Member may withdraw ftom this JOA by providing 120 days notice to other Signatory Members Notice shall be provided to each Signatory Member in writing and shall include the reason for withdrawal December 192000 6 D Any Signatory Member that withdraws ITom the SKCRWA also withdraws ITom this JOA E This JOA shall remain in full force UIess terminated in writing by mutual agreement of all Signatory Members in good standing Termination ofthe JOA or withdrawal by any signatory member shall not affect any Interlocal AgreementsnegotiatedunderaJOA F A Signatory Member who merges with any Agency which is not a SignatoryMemberofthisJOAmustwithdrawITomtheJOAThemergedagencywould then be allowed to reapply for Signatory Membership in the JOA as the merged Agency IN WITNESS WHEREOF the SKCRWA members hereto have caused this agreement to be cJxecuted by their proper Officers on the day of J`R 3fJICtZ Ij t Cl o o 0 oy C RPpr1d As To Form By Q So I ByTitle City ofAI Date 101 aQ By Q otr Title Mayor City ofAuburn Date September 4 2001 AttesttjJaApprovedAsToFormd By Ø December 19 2000 7 Attest By Approved As To Form By o 0 tCjttest C tY D Approved As To Form ry li3I Co J I 5J C k h 4roJ 0 Attest By Approved As To Form By December 192000 By Title City ofBlack Diamond Date By Title City Kent Date 7 0 By Title Lakehaven Utility District Date 8 Attest By Approved As To Form By o D C o Attest C cBy 1 Approved As To Form o By o o N Attest By Approved As To Form By December 192000 ˙2 rJfTitleanrfIII11 Soos Creek Wi and Sewer District Date nv 0 By Title King County Date 111 By Title City ofPacific Date 9 o 0 c o o 0 1 a i o 0J South King County Regional Water Association Joint Operating Agreement EdIibitA Check List for IDterlocal Agreements 1 Project Title 2 General List of Utilities to be parties to the Interlocal Agreement lA and approval of the appropriate city councils andor water district boards Consistency with the Joint Operating Agreement JOA Description ofneed for the project Listing ofpotential wholesale customers for the water in accordance with Section 4Cofthe JOA Recognition of assessment ofcosts associated with development ofJOA in aocordance with Section 4Bofthe JOA Recognition of right offirst refusal to excess capacity ofSignatory Members ofthe South King County Regional Water Association SKCRWA in accordance with Section4C of the JOA Recognition that capacity and water rights are available to meet the needs ofthe IA 3 Description ofProject Include a drawing or description which identifies all the facilities to be considered within the lA Included within the description should be all jointly or solely owned facilities that are to be operated or paid for by a party to the lA Description oflong term ownership ofthe facility Identification ofthe party responsible for operation andor maintenance ofthe facilityIdentificationofthepartyresponsibleforpaymentforthedesignandconstructionofthe facility 4 Project Costs Financing Capacity Rights Description ofall project costs and the allocation to each party Definition ofcapacity rights for all facilities Definition ofcost sharing for longterm maintenance for each facility Definition ofmethod ofreimbursement for moneys expended ifrequired Description ofany applicable latecomer fees or hookup charges Description ofrequirements for record keeping and monitoring ofcosts 5 Project Design and Construction Management Definition ofoverall project management responsibilities Definition ofdesign and construction management responsibilities for individual facilities Description ofbasic periodic meeting schedule for review ofproject progress December 19 2000 1 JOA Exhibit A 2000 C 0 C C o C c r C C C O 0 6 Conditions ofService Limitations to source sharing or delivery of water ifany Design criteria for the project facilities Minimum and maximum flow rates and pressures Items specifically excluded liom the project 7 Term ofDuration ofthe Agreement Discussion ofthe length oftime the agreement is in effect as well as the method to terminate the agreement and succeeding agencies obligations 8 Amendments Method by which the agreement could be amended 9 Hold Hannless Liability Language etc December 19 2000 2 JOA Exhibit A 2000 o D I o o o D I o N C o CJ South King County Regional Water Association Joint Operating Agreement exhibit B Computation of Charges Initial Computation based on 8 shares 16652 8 2081 Initial charge for a share Cost to develop JOA from Covington and WD 111 Cost to the three participants of 1A2 Covington and Auburn three sharE 6244 WD 111 two shares 4163 Final Computation based on 12 shares 16652 12 1388 Ultimate use charge Algona and Black Diamond one share 1388 WD 111 two shares 2775 Auburn Kent Covington WD Lakehven UD Or Soos Creek WSDthree shares 4163 Relmbersement for Development and initial use to Covington WD 111and Auburn 16652 Cost for development Covington WD 111 Aubum 8326 8326 6244 4163 6244208141636244 2081 4163 6244 4163 6244 4163 2775 4163 2081 1388 2081 463 463 463 1619 925 1619 lOA EchibiI B Fees 2000 development cost use charge 1A2 recovery charge IA2 Auburn ultimate use charge remaining reimb recovery charge IA3 Algona remaining reimb Decen—er 192000 Approved January 212003 REVISED DYLAWS of REGIONAL WATERASSOCIATION OF SOUTH KING COUNTY L MEMBERSHIP A Reeular Memben Governmental Bodies providing water service in South King County are entitled to regular membership in this Corporation upon approval by the Board ofDirectors and payment of any then required fees andor dues The term member as used in these Bylaws shall mean regular member unless otherwise designated D Affiliate Memben Any governmental body Association of Water Purveyors water purveyor individual or business may become an Affiliate Member upon approval by the Board of Directors and payment ofany then required fees andor dues Affiliate Members have no proprietary or other interest in the Corporation are not entitled to vote are not entitled to attend meetings as a matter ofright and have no right to participate in any distributions in dissolution or otherwise by the Corporation Affiliate Members may with the approval of the Board ofDirectors attend any regular meeting Ænd participate in all discussions at any regular meeting C Assienment Neither regular nor affiliate membership in this Corporation is assignable by the member ll DIRECTORS A Number The Articles of Incorporation provide for not less than three nor more than twenty five Directors At the present there shall be as many Directors as there shall be regular members plus the Alternate Directors provided for herein below The number of Directors and Alternate Directors may be changed by the membership at any regular meeting or at a special meeting called for that purpose D Oualifications Directors and Alternate Directors must be elected officials or the designee of members of the Corporation Each regular member shall be entitled to select one Director and two Alternate Directors provided herein below C Selection and Term Directors and Alternate Directors shall normally be selected by the Regular Member prior to the Annual Meeting and serve for a term ofone year or until such time BYLAWS 1 Approved Januy 212003 thereafter as their successors shall be selected by the Regular Member Notice of selection shall be in a written form satisfactory to the Board ofDirectors D Alternate Directors In the absence ofa Director at a meeting of the Board ofDirectors or in the event that a Director is unavailable or unable to act on any matter between meetings an Alternate Director representing the same member may attend the meeting and vote andor act outside a meeting Members may designate the order in which their Alternate Directors may act In the absence of such designations it shall be as agreed by that members Alternate Directors E Vacancies The Regular Member in accordance with the Selection requirements of these Bylaws shall fill any vacancies occurring among its Directors and Alternate Directors F Board of Directors The Director ITom each Regular Member or in the absence of the Director the Alternate Director shall constitute the Board ofDirectors ofthe Corporation No one need look beyond the fact that a vote or act was performed by either a Director or an Alternate Director All such votes and actions shall be binding on the Corporation and may be relied upon as the act of the Board ofDirectors and the Corporation by all persons dealing with the Corporation G ComDensation Directors shall not receive any compensation for acting as such but may be reimbursed for expenses incurred in the business of the Corporation provided the expenses were approved in advance by the Board ofDirectors or Executive Committee ill AFFILIATE DELEGATES A Affiliate Delegates Each Affiliate Member shall be entitled to an Affiliate Delegate and an Alternate Affiliate Delegate A Qualifications Affiliate Delegates and Alternate Affiliate Delegates may be elected officials of or a designee ofthe Affiliate Member C Selection and Term Affiliate Delegates and Alternate Affiliate Delegates shall be selected by the Affiliate Member and serve until such time thereafter as their successors shall be selected by the Affiliate Member Notice of selection shall be in a written form satisfactory to the Board of Directors D Vacancies The Affiliate Member in accordance with the selection requirements of these Bylaws shall fill any vacancies occurring among its Affiliate Delegates and Alternate Affiliate Delegates BYLAWS 2 Approved January 212003 F Compensation Affiliate Delegates and Alternate Affiliate Delegates shall not receive any compensation from the Corporation IV OFFICERS AND COMMITTEES A Number The Officers ofthe Corporation shall be a President Vice President Secretary and a Treasurer In addition to the foregoing the Board ofDirectors may elect such assistant or other Officers as the Board from time to time deems appropriate B Term Officers shall be elected by the Board of Directors at the Annual Meeting ofthe Board of Directors and shall serve for a term of one year commencing on their election or until such time as their successors are elected C Vacancies The Board ofDirectors may fill a vacancy in any office for the unexpired portion ofthe term D Oualifications No person may serve as an Officer of the Corporation unless hesheis also a Director or Alternate Director E President The President shall be the managing Executive Officer of the Corporation and shall be subject to the ultimate authority of the Board of Directors andor any Executive or other committees appointed by it have general charge ofthe business ofthe Corporation The President shall together with the Secretary execute all documents and instruments which are required in the ordinary course of the Corporationsbusiness or which are required by law to be executed by the Corporation F VicePresident In the absence of the President or hislher inability or refusal to act the Vice President shall perform the duties ofthe President and when so acting shall have all the powers of and be subject to all ofthe restrictions upon the President G Secretary The Secretary shall in person or through any Assistant Secretary or authorized employee a Keep the minutes ofall meetings b give all notices which must be given under these Bylaws or by statute c be custodian ofthe corporate records and seal and d in general perform all ofthe duties incident to the office of Secretary and such other duties as from time to time may be assigned to himher by the President or by the Board ofDirectors H Treasurer The Treasurer shall in person or through any Assistant Treasurer or authorized employee a Have charge and custody of all funds and securities ofthe Corporation b deposit all corporate moneys in the name ofthe Corporation in such Banks as shall be selected by the Board Of Directors and c in general perform all ofthe duties incident to the office ofTreasurer BYLAWS 3 Approved January 21 2003 and such other duties as fjom time to time may be assigned to himlher by the President or by the Board ofDirectors I Assistant Secreta and Assistant Treasurer Any Assistant Secretary or Assistant Treasurer when elected may act in the absence death inability or refusal to act of the Secretary or Treasurer respectively In addition any Assistant Secretary or Treasurer shall perform such duties as shall be assigned to himher fjom time to time by the Board of Directors or the Secretary or Treasurer J Executive Committee The President VicePresident Secretary and Treasurer shall constitute the Executive Committee of the Corporation and shall be allowed to act on behalf of the Board of Directors whenever action is required and it is not practicable for the Board of Directors to call a meeting and act Any action of the Executive Committee shall require the votes of three of the Executive Committee members Actions taken by the Executive Committee shall be brought to the next Regular Meeting ofthe Board ofDirectors for ratification K Audit Committee The President shall annually appoint an Audit Committee The Audit Committee shall review the financial condition and financial transactions of the Corporation at the end of each calendar year The Audit Committee shall include the Treasurer as chair and at least two additional Delegates or Alternate Delegates fjom different Members The Audit Committee shall report its findings to a Regular Meeting ofthe Board ofDirectors K Evaluation Committee The President shall annually appoint an Evaluation Committee The Evaluation Committee shall complete a performance review and evaluation of any employees of the Corporation Employee reviews and evaluations shall normally be completed by December 1 and shall generally cover the previous 12 months The President shall serve as chair of the Evaluation Committee and the committee shall include at least two additional Delegates or Alternate Delegates fjom different Members The Evaluation Committee shall report its findings to a Regular Meeting ofthe Board ofDirectors L Other Committees The President with the approval ofthe Board ofDirectors may establish other committees as may be appropriate to conduct the business of the Corporation The President shall appoint the members of and the chair for any committee established under this paragraph Committees shall consist of at least three Delegates or Alternate Delegates fjom different Members Affiliate Members may serve on committees established under this paragraph with full participation in discussion and other committee work however Affiliate Members shall have no vote in the committee Committees established under this paragraph shall terminate in 12 months fjom the time offormation unless reestablished by the Board ofDirectors Committees formed under this paragraph shall report to the Board of Directors at a Regular Meeting of the Board ofDirectors BYLAWS 4 Approved January 21 2003 v MEETINGS A Reeular Meetines The Board of Directors shall generally meet monthly at a regularly scheduled time and place as necessary to conduct the business of the Corporation The Board of Directors may change the time and place of Regular Meetings or cancel a Regular Meeting as necessary to meet the needs of the Directors and the Corporation The Directors shall be notified in writing of the time and place of regular meetings Upon each Director being so notified no further notice of regular meetings need be given unless the time and place thereof is changed B Annual Meetine The Annual Meeting ofthe Board of Directors shall be the January Regular Meeting ofthe Board of Directors c Joint Ooeratine AereementAnnual Meetine The Regular Members who are signatory members of the Joint Operating Agreement shall normally hold a Joint Operating Agreement Annual Meeting in September The Board of Directors shall set the time and place for the Joint Operating Agreement Annual Meeting and the President shall preside All business ofthe Joint Operating Agreement Annual Meeting shall be conducted with the same procedures and manner as other meetings of the Corporation except as required by the terms of the Joint Operating Agreement The Directors of signatory members of the Board of Directors shall be notified in writing of the time and place of the Joint Operating Agreement Upon each Director being so notified no further notice of regular meetings need be given unless the time and place thereof is changed D Soecial MeetinesSpecial meetings ofthe Board of Directors may be called at any time by or at the request of the President or any three Directors The President or Directors calling the special meeting shall give notice of the purpose thereof to the Corporation The Secretary shall then fix the date place and time of the meeting and give notice thereof and ofits purpose to all of the Directors at least five days in advance ofthe meeting E Quorum A majority of the Regular Members of the Corporation present in person or by proxy shall constitute a quorum for the transaction of business at any meeting of the Board of Directors The vote of a majority of the Regular Members present in person or by proxy shall be necessary for the adoption ofany matters unless a greater percentage is required by state law F Infonnal Action Any action which must or might be taken at a meeting of the Board of Directors or any committee thereof may be taken without a meeting if a consent in writing setting forth the action so taken shall be signed by all of the Directors or committee members as the case may be BYLAWS 5 Approved January 212003 VI VOTING A General Each Regular Member shall be entitled to one vote on each matter submitted to a vote at a meeting ofthe Corporation B Proxies Regular Members may vote in person or by proxy A proxy to be valid must be in writing signed by the member and submitted to the Corporation prior to voting No proxy shall be valid after thirteen months ftom the date of its execution unless otherwise provided in the proxy C Mail Voting At the discretion of the Board of Directors voting may be conducted by mail In such case a written ballot shall be sent to each Regular Member at least twenty days in advance of the date for canvass of the votes The written ballot shall contain and describe the issues or persons to be voted upon and shall provide space for the Regular Member to vote for or against the issue or for the candidates ofhis or her choice Vll CORPORATION FUNDS A Deoosits All funds ofthe Corporation other than a reasonable amount for petty cash shall be deposited in the name of the Corporation in such banks or other depositories as the Board of Directors shall select B Checks All disbursements by the Corporation other than small amounts ftom petty cash shall be by check drawn direct to the ultimate payees and signed by at least two Directors of the Corporation vm EMPLOYEES A Emolovees The Board of Directors may employ or appoint such organizations and persons as it deems appropriate and shall establish or approve salaries andor other charges for such services Employees shall not be elected or appointed officials or employees of any regular member entity and shall serve at the will of the Board of Directors The Regional Water Association ofSouth King County is an at will employer B Annual Review Annually the Board of Directors with the assistance of the Evaluation Committee shall review the perfonnance and compensation of any employees ofthe Corporation BYLAWS 6 Approved January 21 2003 MEMBERAGREEMENTS A Member Agreements From time to time the Board ofDirectors may offer member agreements to members for consideration and or participation Approval or participation in any agreement so offered shall not be a condition of membership in the Corporation B Joint Operating Agreement The South King County Regional Water Association Joint Operating Agreement is a Member Agreement as defined in these Bylaws As such participation in the Joint Operating Agreement is not a condition ofmembership in the Corporation x AMENDMENTS The Board of Directors may adopt new Bylaws or may alter amend or repeal these Bylaws at a Regular Meeting or at a Spcial Meeting provided such meeting is held with proper notice as required by these Bylaws or through the mail voting procedures ofthe Corporation XII DUES AND CHARGES Membership fees dues andor other charges the time for payment thereof and procedures in the event ofdelinquency shall be as established ITom time to time by the Board ofDirectors xn CONTRACTS LOANS AND CHECKS A Contracts The Board ofDirectors may authorize any Officer or Officers agent or agents to enter into any contract or execute and deliver any instrument in the name of and on behalf of the Corporation and such authority may be general or confined to specific instances A Loans No loans shall be contracted on behalf of the Corporation and no evidences of indebtedness shall be issued in its name unless authorized by a resolution of the Board of Directors or the Executive Committee if such authority is delegated it by the Board of Directors Such authority when granted may be general or confined to specific instances C Loans to Directors and Officers The Corporation shall make no loans to its Directors or Officers Any director who votes for or assents to the making of a loan to a Director or Officer of the Corporation and any Officer or Officers participating in the making of such loan shall be jointly and severally liable to the Corporation for the amount ofsuch loan until repayment thereof BYLAWS 7 Approved January 212003 172002 Xill SEAL The Board of Directors shall provide for a corporate seal which shall have inscribed thereon the name of the Corporation and the words State of Washington and Corporate Seal Until changed by the Board ofDirectors the Corporations seal shall be that affixed to this page ADOPTED this ZI day of 23SJ DIRECTOR L DIRECTOR DIRECTORo DIRECTOR DIRECTOR BYLAWS 8 RESOLUTION NO 3 4 3 4 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURNWASHINGTONAUTHORIZINGTHEMAYORANDCITYCLERKTO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENTBETWEENTHECITYOFAUBURNANDTHECITYOFBONNEYLAKE WHEREAS pursuant to RCW 35A11040 Auburn and Bonney Lake have legal authority to exercise their powers and perform any of their functions as set forth in RCW 3934 and WHEREAS pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and Bonney Lake have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services and WHEREAS the City of Auburn and the City of Bonney Lake currently have water facilities in the vicinity and WHEREAS both cities can increase fire protection and emergency water supply reliability for their customers and WHEREAS both cities are willing to provide the necessary services to increase fire fighting and emergency supply reliability upon the terms and conditions set for in the Emergency Water System Intertie Agreement NOW THEREFORE THE COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Resolutior No 3434 February 27 2002 Page I Section 1 Pursuant to RCW 3934 the Interlocal Cooperation Act Aubum and Bonney Lake have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services Section 2 The Mayor and City Clerk of the City of Auburn ara herewith authorized to execute an Emergency Water System Intertie Agreement between the City and the City of Bonney Lake A copy of said Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein Section 3 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 3434 February 27 2002 Page 2 DATED thisday of ATTEST 2002 CITY OF AUBURN PETER B LEWIS MAYOR Datielle E Daskam City Clerk APPROVED AS TO FORM City Attorney Resolution No 3434 February 27 2002 Page 3 Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 RECORDERSCOVER SHEET Document Titles or transactions contained therein Interlocal Agreement Emergency Water System Intertie Agreement Reference Numbers of Documents assigned or releasedIAdditionalreferencesonpageofdocument O GrantorsBorrowers Last name first then first name and initialsEAuburnCityof GranteeAssigneeBeneficiary Last Bonney Lake City of name first Legal Description abbreviated ielot block plat or section township range PER RCW 3934 Additional legal is on page of document AssessorsProperty Tax ParcelAccount Number Assessor Tax not yet assigned EXHIBIT A EMERGENCY WATER SYSTEM INTERTIE AGREEMENT Bonney LakeAuburn Intertie Agreement No 3 THIS AGREEMENT made and entered into by and between the City of AuburnhereinafterreferredtoasAuburnandtheCityofBonneyLakehereinafterreferredto as Bonney Lake for the purposes of planning designing constructing maintaining andoperatinganemergencysystemintertiebetweentherespectiveparties WITNESSETH WHEREAS both Cities have water facilities in the vicinity and WHEREAS both Cities can increase fire protection and emergency water supplyreliabilityfortheircustomersand WHEREAS the Cities are willing to provide the necessary services to increasefirefightingandemergencysupplyreliabilityuponthetermsandconditionssetforthherein NOW THEREFORE IT IS MUTUALLY AGREED as follows The emergency water system intertie is designed to be operated manuallyasatwowayemergencysupplybetweentheAuburnandBonneyLakeSystemsThefacilityshallbelocatedinEvergreenWaySEattheWaterServiceAreaBoundariesbetweenthetwocitiesFinallocationandconfigurationofthefacilitiesshallbedeterminedatthetimeoffinaldesignInitiallytheIntertieisassumedtobeaonewaysupplyfromBonneyLaketoAuburn The emergency water system intertie shall be operated only in the eventofanemergencyForpurposesofthisagreementanemergencyshallbedefinedasresultingfromawatershortageamajorwaterlinebreakfiredemandcontaminationtothewatersupplysystemmechanicalequipmentfailureelectricalequipmentfailureorPugetSoundEnergyfacilityfailureoranyotheragreeduponemergencywithinthewatersupplysystem Aubum will design and administer the contract for the construction of themeteringstationThefacilitywillbedesignedandconstructedinaccordancewithreasonablyacceptedwaterutilitystandardsforsimilarmunicipalwaterutilitiesAuburnwillownandmaintainthepipinginteriorequipmentemergencymeterandinteriorappurtenancesandallpipinguptotheBonneyLakesideofthevaultforthemeteringstation Exhibit A Resolution No 3434 Upon completion of construction Auburn will transfer ownership of all exterior appurtenances and all piping which is located on the BonneyLakesideofthevaulttoBonneyLakeBonneyLakewillownand maintain the exterior appurtenances and all piping on Bonney Lakes sideofthevault Each City will each have unlimited access to the vault via a dual padlockorownershipofkeystothevault Each City will operate the respective normally locked valve inside of the vault Auburn will solely unlock and operate the locked valve on AuburnssideofthemeterandBonneyLakewillsolelyunlockandoperatethelockedvalveonBonneyLakessideofthemeter The procedure for operating the intertie in the event of such emergencyshallbeasfollows Each City shall determine that an emergency of sufficient magnitude has occurred which warrants the need to request that the intertie be activated Bo The Public Works Director or appointed person or authorized personnel shall provide a verbal request to the other Citys PublicWorksDirectororappointedpersonUponagreementthatan emergency exists which shall allow for the intertie to be opened the intertie will be activated as soon as reasonably possible Both Cities personnel shall be present at the vault to open the valves to activate the facility The City requesting the activation shall provide a writtenconfirmationoftherequestnotlessthan24hoursaftertheverbal request or on the first day of normal business after the verbalrequest The intertie shall remain activated until the City requestingactivationdeterminesthattheneedforactivationoftheemergencyintertiehasceasedandshallrequestinwritingtoclosetheintertie In case of emergency or whenever the public health safety or theequitabledistributionofwatersodemandstheCitysupplyingthewatermaychangereduceorlimitthetimeforortemporarilydiscontinuethesupplyofwaterwithoutnoticewaterservicemaybetemporarilyinterruptedlimitedforpurposesofmakingrepairsextensionsordoingothernecessaryworkandtheCitysupplyingthewatershallnotberesponsibleforanydamageresultingfrominterruptionchangeorfailureofthewatersupplyandtheCity 10 receiving the water City requesting activation shall save and hold harmless the City supplying the water from any loss damages or suites to or by customers of the City receiving the water resultingfrominterruptionchangeorfailureofwatersupplyprovidedbythisAgreementexceptdamagesarisingoutoftheCitysupplyingthe waters negligence Prior to a planned interruption or limiting of service the City supplying the water will notify the City receiving the water of such not less than three days prior to the service disruption The City supplying the water agrees to use best efforts and reasonable diligence to notify the City receiving the water as soon after it becomes aware of the need for service disruption and further will to the extent practical limit the service disruption to daylight hours Auburn shall read the meter upon activation and upon deactivation of the intertie The city supplying the water shall verify the information and shall then calculate and invoice the other city for the water used during the request The invoice shall be calculated by the total water used during the event The rate shall be at the current Auburn Wholesale Rate or the lowest Bonney Lake retail rate depending on which city is supplying the water This shall be complete payment for the water labor and administration of activating the intertie The total project costs shall include costs for consulting design serviceandconstructionAuburnshallbearthetotalprojectcostsuntiland unless it can be demonstrated that Bonney Lake can benefit from the intertie At such time the parties agree to negotiate the fair share of thetotalactualprojectcoststhatcorrespondtothebenefitBonneyLakecould receive Bonney Lake agrees to pay such fair share of the total projectcostsuponbillingforsamebyAuburnBonneyLakewillhavetherightto build an intertie from Auburn to Bonney Lake at another location BonneyLakewillbearthecostofbuildingaseparateintertieEachCityisresponsibleforassociatedstaffadministrationandlegalcostsassociatedwiththeimplementationoftheagreement To the extent allowed by law the City of Bonney Lake shall defendindemnifyandholdharmlesstheCityofAuburnitselectedofficialsemployeesandagentsfromandagainstanyandallsuitsclaimsactionslossescostsexpensesoflitigationattorneysfeespenaltiesanddamagesofwhatsoeverkindornaturearisingoutoforinconnectionwith or incident to an act or omission of the City of Bonney Lake itsemployeesagentsandcontractorsintheperformanceoftheCityofBonneyLakesobligationsundertheAgreementandthisAmendmentThisindemnificationprovisionshallincludebutisnotlimitedtoallclaimsagainsttheCityofAuburnbyanemployeeorformeremployeeoftheCityofBonneyLakeoritscontractorsandastosuchclaimstheCityof Bonney Lake expressly waives all immunity and limitation of liability underTitle51RCW To the extent allowed by law the City of Auburn shall defend indemnifyandholdharmlesstheCityofBonneyLakeitselectedofficialsemployeesandagentsfromandagainstanyandallsuitsclaimsactionslossescostsexpensesoflitigationattorneysfeespenaltiesanddamagesorwhatsoeverkindornaturearisingourofinconnectionwithorincidenttoanactoromissionoftheCityofAuburnitsemployeesagentsandcontractorsintheperformanceoftheCityofAuburnsobligationsunderthisAgreementThisindemnificationobligationshallincludebutisnotlimitedtoallclaimsagainsttheCityofBonneyLakebyanemployeeorformeremployeeoftheCityofAuburnoritscontractorsandastosuchclaimstheCityofAuburnexpresslywaivesallimmunityandlimitationofliabilityunderTitle51RCW 11 This Agreement shall remain in force until terminated by either partyheretoupon60dayswrittennoticetotheotherpartyAnyprojectcostsincurreduptothedateofsuchnoticeasdescribedhereinshallbesharedinaccordancewiththeprovisionsofthisAgreement IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN King County Washington vlayor Date Approved as tozm iy tAttory CITY OF B3rlLAKEPiercedByyMayorzLte ity Attorry Date RESOLUTION NO 3443 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENT BETWEEN THE CITY OF AUBURN AND LAKEHAVEN UTILITY DISTRICT WHEREAS pursuant to RCW 3934 the lnterlocal Cooperation Act Auburn and Lakehaven Utility District LUD have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services and WHEREAS the City has water facilities in the vicinity of a water main of LUD and WHEREAS the City can increase the reliability of water for its customers including Covington Water District and Water District No 111 if water is available from LUD in the event of anemergency and WHEREAS LUD is willing to provide to the City emergency service upon the terms and conditions set forth herein NOW THEREFORE THE COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Section 1 Pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and Lakehaven Utility District have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services Section 2 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute the Emergency Water System Intertie Agreement between Resolution No 3443 031402 Page 1 the City and Lakehaven Utility District with minor administrative changes if required A copy of said Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein Section 3 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 3443 031402 Page 2 DATED this lsayof April 2002 CITY OF AUBURN PETER B LEWIS MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM City Attorney Resolution No 3443 031402 Page 3 Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 20030715000707 PACXFXC NU TXT AG 27e PAGE OF e9 7t5253tt5 KZNG COUNTY UA RECORDERS COVER SHEET Document Titles or transactions contained therein Interlocal Agreement Emergency Water Supply Agreement Reference Numbersof Documents assigned or released IAdditional reference s on page of document GrantorsBorrowersLast name first then first name and initials Auburn City of ii ij GranteeAssigneeBeneficiary Last name first 1 LakehaVen Utility District Legal Description abbreviated ielot block plat or section township range PER RCW 3934 Additional legal is on page of document AssessorsProperty Tax ParcelAccount Number NA Assessor Tax not yet assigned EMERGENCY WATER SUPPLY AGREEMENT LakehavenAuburnIntertie No 1 THIS AGREEMENT made and entered into by and betWeen the City of Auburn hereinafter referred to as City and Lakehaven Utility District hereinafter referred to as District WITNESSETH WHEREAS the City has water facilities in the vicinity ofa water main of the District and WHEREAS the City can increase the reliability of water for its customers including Covington Water District and Water District No 111 if water is available from the District in the event of an emergency and WHEREAS the District is willing to provide to the City emergency service upon the terms and conditions set forth herein NOW THEREFORE IT IS MUTUALLY AGREED as follows 1 The District hereby grants to the City the right to connect for the purposes described herein a water meter and appurtenances to the end of the 16inchwater main located in the vicinity of 15th Street Northwest and Terrace Drive in King County Washington more specifically shown on Exhibit A The intertie facility shall be sited on property owned by the City 2 The meter described in Paragraph No 1 herein is installed to provide an emergency water supply Water shall not be withdrawn from the supply without the prior written approval of the District At the time approval is sought the City shall state the requested time of commencement of use the expected duration of withdrawal and the quantity of water to be withdrawn The City shall request in writing an extension of or reduction in the duration of the withdrawal if the duration ofthe withdrawal is expected to vary from the original estimate The District and City shall read the meter upon activation and upon deactivation ofthe intertie The District may periodically bill the City for water used while the intertie is in operation or may bill for all such use after the withdrawal has ended 3 It is anticipated by the parties that because the facility will be funded by agencies with emergency or intermptible water supply agreements with the City specifically Covington Water District and Water District 111 the City may be called upon by adjoining agencies to provide an emergency supply of water beyond the Citys ability to produce such supply and therefore requests for emergency service under this Agreement may originate on behalf of those adjoining agencies Exhibit A Res 3443 Page 1 4 Upon completion ofthe Emergency Intertie construction the DiStrict will own and maintain the meter associated appurtenances necessary to monitor emergency use of the intertie the gate valve upstream of the vault and all piping upstream of the meter The City will own and maintain the vault control valve and all other piping and appurtenances downstream of the meter see Exhibit B The City and the District shall have mutual access to the vault for periodic inspection and maintenance or repair of their respective facilities 5 The City shall comply with all District resolutions and roles applicable to a connection to the Districts water system including but not limited to the requirement that the District provide written approval of plans and specifications for the connection of intertie facilities prior to construction 6 The City shall pay to the District the base monthly service charge and quantity charge for any water received Monthly service and quantity charge rates shall be established or amended by District resolution for the use of an eight 8inchmeter and the applicable water rate The rate for emergency water use Will be the greater ofthe Districts adopted summer nonresidential CommercialPublicAuthority water rate or the City of Tacomas Tacoma adopted wholesale water rate plus a District wheeling rate determined by the District Examples ofthe current rates are included in Exhibit C The District or Tacoma may revise these rates from time to time without notice to the City and such revised rates shall apply to emergency water deliveries made pursuant to this agreement 7 This Agreement shall not authorize or permit the City to take water from the connection described herein beyond what is described in paragraph 2 3 and Exhibit D oConditions a In the event the District determines that the use of the emergency intertie is or will impose a negative impact to the public health safety or the equitable distribution of water within the District the District may change reduce or limit the time for or temporarily discontinue the withdrawal of water without notice b Water service may be temporarily interrupted or otherwise limited for purposes of making repairs extensions or doing other necessary work to the water system and c Prior to a planned interruption or limiting of service as set forth in b above the District will notify the City of such planned interruption or limiting of service The District agrees to use best efforts to notify the City as soon after it becomes aware of the need for such a service disruption d Operating conditions are as described in Exhibit C 9 Payment of all invoices for services and charges from the District shall be paid within 45 days ofthe invoice date 10 In the event of nonperformance of any provision herein by the City District may shut off water supplied pursuant to this Agreement Exhibit A Res 3443 Page 2 11 The use of this intertie is contingent upon receiving approval of same from the Department of Health pursuant to applicable regulations 12 The City agrees to indemnify defend and hold harmless the District its officers directors employees and agents and their successors and assigns from any and all costs or claims arising out ofor in any way resulting from the Citys default failure of performance or negligent conduct associated with this Agreement This indemnification provision shall include but is not limited to all claims against the District by an employee or former employee ofthe City or their contractors and as to such claims the City expressly waives all immunity and limitation of liability under Title 51 RCW The District agrees to indemnify defend and hold harmless the City its officers directors employees and agents and their successors and assigns from any and all costs or claims arising out of or in any way resulting from the Districts default failure of performance or negligent conduct associated with this Agreement This indemnification provision shall include but is not limited to all claims against the City by an employee or former employee ofthe District or its contractors and as to such claims the District expressly waives all immunity and limitation of liability under Title 51 RCW 13 The parties shall make good faith efforts to resolve by informal discussion any dispute arising under or in connection with this Agreement Should a dispute arise between the parties that cannot be resolved satisfactorily a mediator mutually acceptable to the parties shall resolve the dispute through the use of mediation at equal cost to each party Should the Parties not be able to satisfactorily resolve the dispute through mediation the forum for resolution shall be the King County Superior Court The prevailing party shall be entitled to attorney fees and costs 14 This Agreement may be terminated by either party hereto upon 60days written notice to the other party 15 Notices should be sent to the City and the District at the following addresses Public Works Director City ofAuburn 25 West Main Street Auburn WA 98001 General Manager Lakehaven Utility District PO Box 4249 Federal Way WA 98003 Exhibit A Res 3443 Page 3 IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN King County Washington Mayor Date Approftof LAKEHAVEN UTILITY DISTRICT King County Washington General Manager Date Approv ato formBycOunse1 Date Exhibit ARes 3443 Page 4 ExhitC Example of Monthly Meter Cost Lakehaven currently does not have an adopted monthly rate for an 8 meter and would use an amount near Tacomas monthly meter rate until such time as Lakehaven adopts a rate for this size meter Tacomas rate for an 8 meter is 81504 Effective 42301 Lakehavensproposed starting monthly rate 80400 Example of Emergency Water Rates in 2002 Lakehaven Utility District Rates Resolution 99906 CommercialPublic Authority Water Rate 1060 ccf Effective 112000 City ofTacoma RatesOrdinance No 26800 plus Lakehaven Wheeling Rate Summer Wholesale Water Rate to Lakehaven Lakehaven Wheeling Rate Total Emergency Water Use Rate equals 0912 ccf Effective 42202 0180 ccf Current Estimate 1092 ccf 1092 ccf in 2002 Exhibit A Res 3443 Page 7 Exhibit D Operating Conditions Prior to intertie activation the 16 water main upstream of the Districts meter shall be flushed by the District Any costs incurred by the District beyond labor time and the cost of water used for the flushing operation shall be paid by the City eThe City will maintain a back pressuresustaining feature within the metering facility in order to maintain adequate pressure within the Districts service area while also preventing uncontrolled flows The District will maintain the right to authorize or direct the City to change the minimum upstream pressure setting if an adjustment is warranted to increase flow capacity or maintain adequate pressure in the Districtsdistribution system The initial settings for the pressuresustaining valve shall be noted on the approved construction plans and shall be stored in a waterproof container in the vault Records of any future revised pressure settings shall be maintained and noted on the record drawings for the metering facility retained by the parties and the information stored in the vault shall be updated The City will control the delivery flow rate from Lakehaven The current estimated maximum allowable flow rate from Lakehaven is 1750 gpm or 25 mgd more or less so long as Lakehaven customers are not impacted The Citys system has the capacity to receive water at a maximum instantaneous rate of up to approximately 5 mgd 4 The District and City will coordinate the telemetry system so each will receive the signal required for its operation and monitoring Exhibit A Res 3443 Page 8 ORDINANCE NO 5 5 9 2 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURNWASHINGTONAUTHORIZINGTHEMAYORANDCITYCLERKTOEXECUTEAFRANCHISEAGREEMENTBETWEENTHECITYOFBONNEYLAKEANDTHECITYOFAUBURNALLOWINGTHECITYOFBONNEYLAKETOCONNECTINSTALLOPERATEMAINTAINANDREPAIRAWATERSYSTEMFACILITIESANDAPPURTENANCESINOVERALONGACROSSANDUNDERTHEFRANCHISEAREAFORTHEPURPOSEOFPROVIDINGWATERSERVICE WHEREAS the City of Auburn and the City of Bonney Lake have entered into a Settlement Agreement executed March 5 1998 pursuant to Resolution 2925 adopted March 2 1998 related to water service to the Lakeland Hills South development in which according to Section 3 Auburn recognizes and agrees to Bonney Lakes exclusive right to serve with water all portions of Bonney Lakeswater service area as designated by the 1995 Pierce County Coordinated Water System Plan and WHEREAS the City of Auburn and the City of Bonney Lake have entered into a Service Area Agreement executed December 10 1998 pursuant to Resolution 3018 adopted December 7 1998 which revised the boundary between their respective water service areas and WHEREAS the City of Auburn has annexed portions of the City of Bonney Lakeswater service area and Ordinance No 5592 April 9 2002 Page 1 of 4 WHERIAS according to Section 7 of said Settlement Agreement the City of Auburn guaranteed the City of Bonney Lake the right to transport water through Auburnscorporate boundaries within Pierce County and WHEREAS Section 7 of said Settlement Agreement states that the guarantee to transport water shall be effectuated by the execution of easements agreements franchises licenses or other documents as are appropriate and WHEREAS the City of Bonney Lake desires to connect install operate maintain and repair a water system facilities and appurtenances in over along across and under the franchise area for the purpose of providing water service WHEREAS in order to maintain control over the use of City of Auburn rightofways by utilities operating within the City of Auburn it is appropriate to enter into franchise agreements with such utilities and WHEREAS City of Bonney Lake is such a utility and has negotiated this franchise agreement with the City of Auburn acceptable to both parties and WHEREAS the City of Auburn has determined that it is in the best interests of the public to grant the City of Bonney Lake a franchise on the terms and conditions set forth in this Agreement Ordinance No 5592 April 9 2002 Page 2 of 4 NOW THEREFORE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED DO ORDAIN AS FOLLOWS Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute a Franchise Agreement between the City of Bonney Lake and the City A copy of said Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This Ordinance shall take effect and be in force five 5 days from and after its passage approval and publication as provided by law INTRODUCED PASSED APPROVED May 6 2002 May 6 2002 May 6 2002 PETER B LEWIS MAYOR Ordinance No 5592 April 9 2002 Page 3 of4 ATTEST City Clerk City Attorney Ordinance No 5592 April 9 2002 Page 4 of 4 200212300566 16 pGS 2002 1022am 34002E3OcECOUNTYASHNGTON Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 RECORDERSCOVER SHEET Document Titles or transactions contained therein Franchise Agreement Reference Numbers of Documents assigned or releasedJIAdditionalreferencesonpageofdocument GrantorsBorrowers Last name first then first name and initialsAuburnCityof GranteeAssigneeBeneficiary Last name firstBonneyLakeCityof Legal Description abbreviated ielot block plat or section township range Portion of Section 6 Section 5 Section 7 and Section 8 Township 20 North Range 5EastWM Additional legal is on page of document AssessorsProperty Tax ParcelAccount Number NA Assessor Tax not yet assigned EXHIBIT A CITY OF AUBURN WASHINGTON FRANCHISE AGREEMENT WITH THE CITY OF BONNEY LAKE WHEREAS the City of Auburn and the City of Bonney Lake have entered into a Settlement Agreement executed March 5 1998 pursuant to Resolution 2925 adoptedMarch21998relatedtowaterservicetotheLakelandHillsSouthdevelopmentinwhich according to Section 3 Auburn recognizes and agrees to Bonney Lakesexclusive right to serve with water all portions of Bonney Lakes water service area as designated by the 1995 Pieme County Coordinated Water System Plan and WHEREAS the City of Auburn and the City of Bonney Lake have entered into a Service Area Agreement executed December 10 1998 pursuant to Resolution 3018 adopted December 7 1998 which revised the boundary between their respective water service areas and WHEREAS the City of Auburn has annexed portions of the City of Bonney Lakes water service area and WHEREAS according to Section 7 of said Settlement Agreement the City of Auburn guaranteed the City of Bonney Lake the right to transport water through Auburns corporate boundaries within Pierce County and WHEREAS Section 7 of said Settlement Agreement states that the guarantee to transport water shall be effectuated by the execution of easements agreementsfranchiseslicensesorotherdocumentsasareappropriateand WHEREAS the City of Bonney Lake desires to connect install operate maintain and repair a water system facilities and appurtenances in over along across and under the franchise area for the purpose of providing water service WHEREAS in order to maintain control over the use of Cityof Aubum dghtofwiysbyutilitiesoperatingwithintheCityofAuburnitisappropriatetoenterintofranchise agreements with such utilities and WHEREAS Cityof Bonney Lake is such a utility and has negotiated this franchise agreement with the City of Auburn acceptable to both parties and WHEREAS the City of Auburn has determined that it is in the best interests of the public to grant the City of Bonney Lake a franchise on the terms and conditions set forth in this Agreement NOW THEREFORE THE CITY OF AUBURN AND THE CITY OF BONNEY LAKE AGREE AS FOLLOWS Ordinance No 5592 ExhibitA Page lof12 SECTION 1 DEFINITIONS Where used in this franchise Franchise the following definitions shall apply 11 Franchisee means the City of Bonney Lake a Washington municipalcorporationanditsrespectivesuccessorsandassigns 12 City means the City of Auburn a Washington municipal corporation 13 Franchise Area means all of the public reads streets avenues alleyshighwaysandotherrightsofwayoftheCityasnowlaidoutplatteddedicatedor improved and any and all public reads streets avenues alleys highways and other rightsofwaythat may hereafter be laid out platted dedicated or improved within the area as described with Exhibit 1 attached hereto which is by this reference incorporated as if fully set forth herein provided that the Franchise Area shall not include or convey any right to Franchisee to install facilities on or to otherwise use City owned or leased propertiesoutsidetheFranchiseArea 14 Facilities means the Franchisees water system lines mains appurtenances and all other necessary or convenient facilities for the purpose of providing water service 15 Ordinance means this ordinance setting forth the terms and conditions of the franchise granted to the Franchisee SECTION 2 FRANCHISE GRANT Subject to the terms and conditions set forth in this ordinance the City grants to the Franchisee the right to construct and install water pipelines and appurtenances and to excavate trenches in City roads for the purposes of constructing installing operatingmaintainingremovingandreplacingmainsandpipesandmakingconnectionsbetween the same to the dwellings and other buildings of the consumers In exercising the foregoing rights the Franchisee shall be governed by and conform to the general rules adopted by the Public Works Department of the City of Aubum and the Franchisee at no expense to the City shall complete all work and shall replace and restore the City reads to the condition of the City roads existing immediately prior to such disturbance PROVIDEDHOWEVERthatnosuchworkshallbedonepriortotheobtainingofapermittherefor issued by the Citys Public Works Director hereinafter Director which permit shall set forth conditions pertaining to the work to be done and specifications for the restoration of the roads to the same condition as they were pdor to such work If the Franchisee does not repair the City roads to the satisfaction of the Director the City may at its sole discretionrepairsuchCityreadsorcausethemtoberepairedandtheFranchiseeherebyagreesto reimburse the City for the cost of such work including overhead costs SECTION 3 FRANCHISE TERM This Franchise is and shall remain in full force and effect from the effective date of this Ordinance forward for a period not to exceed seven 7 years from the effective date of any Aubum annexation of any area within the boundary defined in Exhibit 1 for said areabutsubjecttoearlierterminationinaccordancewiththetermsandconditionsofthe Settlement Agreement provided that this Franchise shall not take effect and the Franchisee shall have no rights under this Franchise unless the Franchisee files a written acceptance of this Franchise with the City pursuant to Section 4 of this Agreement Ordinance NO 5592 Exhibit Page 2 of 2 SECTION 4 ACCEPTANCE BY GRANTEE OF TERMS AND CONDITIONS The full acceptance of this Franchise and all of its terms and conditions shall be filed with the City Clerk within fortyfive 45 days from the date of this Ordinance by the Franchisee Full acceptance of this Franchise is a condition precedent to its taking effect and unless this Franchise is accepted within the time specified this grant will be null and void and have no force or effect SECTION 5 NONEXCLUSIVE FRANCHISE This Franchise is not exclusive It does not prohibit the City from granting franchises for other public or private utilities in over along across and under any City property including the Franchise Area This Franchise does not prevent or prohibit the City from constructing altering maintaining or using any of the Franchise Area The City retains full power to make all changes relocations repair maintenance or other work to or in the Franchise Area as the City deems fit SECTION 6 JURISDICTION This Franchise is intended to convey limited rights and interest only as to those roads and rightsofway in which the City has an actual interest It is not a warranty of title or of interest in City road rightsofway None of the rights granted to the Franchisee shall affect the jurisdiction of the City over City read rightsofwayor the Citys power to perform work upon its roadways rightsofway or appurtenant drainage facilities including by constructing altering renewing paving widening grading blasting or excavating SECTION 7 REGULATION OF USE AND CONTROL This Franchise does not deprive the City of any powers rights or privileges it now has or may later acquire in the future to regulate the use of and to control the City read rightsof way covered by this Franchise The City reserves the right and power at all times to exercise its police powers with respect to the time manner and location of the placement of the FranchiseesFacilities SECTION 8 EMINENT DOMAIN This Franchise and the limited rights and interests granted by this Franchise are subject to the exercise of eminent domain In the event of an exercise of eminent domain by the City the value to be attributed to all the rights and interests granted under this Franchise shall not exceed the actual amount the Franchisee paid to the City in obtaining this Franchise SECTION 9 VACATION If at any time the City vacates any City rightsofway covered by this Franchise the Citywill not be held liable for any damages or loss to the Franchisee by reason of such vacation The City may after giving thirty 30 days wdtten notice to the Franchisee terminate this Franchise with respect to any City read or rightsofway vacated SECTION 10 ENFORCEMENT The Citys failure to enforce any provision of this Franchise does not constitute a waiver of its right to enforce that provision or any other provision of this Franchise Ordinance No 5592 Exhibit A Page 3 of 2 SECTION 11 INDEMNITY AND HOLD HARMLESS 111 The Franchisee shall defend indemnify and hold harmless the City itsappointedandelectedofficialsanditsemployeesandagentsfromandagainstliabilityforallclaimsactionsinjuriesdemandsliabilitieslossescostsdamagesandjudgmentsincludingcostsofdefensethereofcollectivelyreferredtoasdamagesforinjuryto persons death or property damage caused by arising out of or incidental to theFranchiseesexerciseoftherightsandprivilegesgrantedbythisFranchiseexceptfordamagescausedbyorarisingoutoftheCityssolenegligenceIntheeventthatanysuchclaimordemandfordamagesispresentedtoorfiledwiththeCityorifanysuitoractionisinitiatedagainsttheCitybasedonsuchclaimsordemandsfordamagestheCityshallpromptlynotifytheFranchiseeoftheclaimdemandsuitoractionandtheFranchiseeshallhavetherightatitselectionanditssolecostandexpensetosettleandcompromisesuchclaimdemandsuitoractionordefendthesameattheFranchiseessolecostand expense 112 If it is determined that RCW 424115 applies to this Franchise theFranchiseeagreestodefendholdharmlessandindemnifytheCitytothemaximumextentpermittedunderthatstatuteandspecificallyfortheFranchiseesnegligenceconcurrentwiththatoftheCitytothefullextentoftheFranchiseesnegligence SECTION 12 INSURANCE 121 The Franchisee shall keep a policy of insurance in force with a minimumlimitoffivemilliondollars500000000VerificationofinsurancecoverageisaconditionprecedenttotheeffectivenessofthisAgreement 122 The insurance shall be maintained in full force and effect at theFranchiseessoleexpensethroughoutthetermoftheFranchiseandshouldsuchinsurancebeterminatedthisAgreementshallterminateasofthedateoftheterminationofinsurancecoverage 123 The coverage provided by the Franchiseesinsurance policies shall beprimarytoanyinsurancemaintainedbytheCityexceptastolossesordamagesattributabletothesolenegligenceoftheCityAnyinsurancemaintainedbytheCitythatmightrelatetothisFranchiseshallbeinexcesstotheFranchiseesinsuranceandshallnotcontributewithortoitTheCityhasnoobligationtoreportoccurrencestotheinsurancecompaniesunlessaclaimisfiledwiththeCitysCityCouncilandtheCityhashoobligationstopaytheFranchiseespremiums 124 The Franchisee shall be solely and completely responsible to perform allworkrelatedtothisFranchiseincompliancewithallapplicablefederalstatecountyandcitystatutesrulesregulationsordinancesordersandcodesTheFranchiseesattentionisdirectedtotherequirementsoftheWashingtonIndustrialSafetyandHealthActChapter4917RCWTheFranchiseeshallbesolelyandcompletelyresponsibleforsafetyandsafetyconditionsonitsjobsitesandforitsworkwithintheFranchiseAreaincludingthesafetyofallpersonsandpropertyduringperformanceofanyworksthereinTheservicesoftheCityorCitysconsultantpersonnelinconductingconstructionreviewoftheFranchiseesworkrelatingtotheFranchiseisnotintendedtoincludereviewoftheadequacyoftheFrenchiseesworkmethodsequipmentscaffoldingortrenchingorsafetymeasuresinonornearsuchFranchiseAreaorjobsiteTheFranchiseeshallprovide Ordinance No 5592 Exhibit Page 4 of safe access for the City and its inspectors to adequately inspect the work and its conformance with applicable statutes ordinances rules regulations and the Franchise SECTION 13 INSTALLATION REPAIR REMOVAL OR RELOCATION 131 The Franchisee shall at no expense to the City expeditiously repair all existing Facilities that it owns within the Franchise Area including any damage caused directly or indirectly by its Facilities all appurtenant Facilities and service lines connecting its system to users if the City requires such repair for any reasonable purpose 132 The Franchisee shall at no expense to the City adjust remove or relocate existing Facilities within the Franchise Area including all appurtenant Facilities and service lines connecting its system to users if the City determines such adjustment removal or relocation is reasonably necessary to allow for an improvement or alteration planned by the City The City shall give the Franchisee written notice of such requirement as soon as practicable The written notice shall include all available information such as plans and specifications as is reasonably necessary for the Franchisee to plan for such adjustment removal or relocation 133 FranchiseesFacilities shall be constructed installed maintained and repaired within the Franchise Area se as to provide safety of persons and property and not interfere with the free passage of traffic all in accordance with the laws of the State of Washington and the ordinances resolutions rules and regulations of the City 134 For projects that are a part of the Citys capital improvement program in addition to any other notice given to the Franchisee the City shall provide a copy of the capital improvement plan and six 6 year transportation improvement plan when requested Further the City shall provide a vertical and horizontal profile of the roadway and drainage facilities within it both existing and as proposed by the City and the proposed construction schedule The initial design information shall be given at least one hundred and eighty 180 days before construction is scheduled to begin except in cases of urgent construction or emergencies The Franchisee shall respond to this notice and to any later notices of revised designs within twenty 20 days of the date of the notice by providing tothe City the Franchisees best available information as to the location of all the FranchiseesFacilities including all appurtenant Facilities and service lines connecting its system to users and all Facilities that it has abandoned within the area proposed forthe project 135 The City shall offer the Franchisee the opportunity to participate in the preparation of bid documents for the selection of a contractor to perform the public works project as well as all required adjustments removals or relocations of the Franchisees Facilities The Cityshall have sole authority to choose the contractor to perform such work Such bid documents shall provide for an appropriate cost allocation between the partiesInadditiontotheFranchiseesallocationofcontractorcoststheFranchiseeshall reimburse the City for all costs to include but not be limited to legal engineering inspections administration andor soils testing related to the Franchiseeswork and reasonably incurred by the City in the administration of such joint construction contracts Such costs shall include the direct salary cost of the time of City professional and technical personnel including the Citys consultants spent productively engaged in such work plus overhead costs at the standard rate charged by the City on other similar projects Ordinance No 5592 Exhibit Page 5 of 2 136 It is understood that emergency situations may arise that could threatenpublichealthandorcontinuedoperationoftheFranchiseesutilitysystemandtheFranchiseemaybeunabletonotifytheCityinthemannerprescribedinSection14ofthisFranchiseInsuchasituationtheFranchiseeshallimmediatelycorrectthehazardous situation and continue to use best efforts to contact the City staff The Emergency PhoneNumberfortheCityofAuburnis2539313053andtheCityofBonneyLakeis2538628602Dialing911isadvisedforemergencysituations SECTION 14 REQUIREMENT OF CONSTRUCTION PERMITS 141 The Franchisee has the right privilege and authority to enter the City road rightsofway for the purpose of constructing installing operating maintaining replacing or repairing its Facilities on the condition that it obtains construction excavation and rightof way use permits issued by the City Any work performed whether by Franchisee its contractors or third parties shall include necessary paving patching grading and anyotherreasonablynecessaryrepairorrestorationtotheCityrightsofwayAllworkshallbe done to the Citys satisfaction 142 All equipment pipelines and appurtenances which are used in the construction installation operation maintenance or repair of the FranchiseesFacilities and which are located within the City road rightsofwayand owned by the Franchisee shall be considered to be part of the Franchiseessystem and shall be the responsibility of the Franchisee All permits for the construction installation operation maintenance or repairoftheFranchiseessystemshallbeappliedforandgiveninthenameoftheFranchiseewhowillberesponsibleforallworkdoneunderthepermitTheFranchiseeremains responsible whether the work is performed by the Franchisee its contractors or by third parties 143 When required by the Public Works Director the Franchisee shall post a bond to the City in the amount sufficient for any road repair or restoration The amount of the bond shall be set by the City and must be filed with the City before a permit will be issued SECTION 15 PERFORMANCE OF WORK 151 Any work performed by the Franchisee in the Franchise Area shallconformtoallCityordinancesandrequirementsincludingbutnotlimitedtoAuburnCityCodeandtheCitysDesignandConstructionStandardsinforcewhentheworkisperformedAlltrafficcontrolshallconformtothecurrenteditionoftheUniformTraffic Control Devices in force when the work is performed 152 If work performed under this Franchise makes it necessary to turn off ordiminishwaterpressuretoanyfirehydranttheFranchiseeshallnotifytheCitysFireDepartmentbytelephoneandbywrittennoticethatwaterpressureorfireflowconditions have been affected Except in the case of an emergency the notice shall be provided at least 48 hours prior to the water pressure being turned off or diminished If more than onefirehydrantwillbeaffectedtheFranchiseeshallprovideamapoftheaffectedareatothe Fire Department Outofservicefire hydrants must be identified as not operational bycovedngwithapropedysecuredbudaporplasticbagFirehydrantsshouldberetumedto full service as soon as reasonably possible or no longer than two working days from the Ordinance No 5592 Exhibit Page 6 of date service was diminished The Franchisee shall notifythe Citys Fire Department when the hydrant is returned to full service SECTION 16 RESTORATION OF CITY RIGHTSOFWAY After performing work on under or adjacent to City road rightsofway the Franchisee is responsible for and shall leave all City road rightsofway in the condition of the City roads rightsofway existing immediately prior to such disturbance If the Franchisee its contractors or third Parties working under permit should fail to diligently restore City road rightsofwayto the satisfaction ofthe City the City may make such repairs or restorations as are necessary to return the City road rightsofway to a condition reasonablycomparabletotheconditionoftheCityroadsrightsofwayexistingimmediatelypriorto such disturbance Upon presentation of an itemized bill for repairs or restorationsincludingallapplicablecostsbothdirectandindirecttoincludebutnotbelimitedtothe cost of labor tools materials and equipment the Franchisee shall pay the bill within sixtyfive65days SECTION 17 GUARANTEE The Franchisee shall guarantee work and materials furnished and completed by the Franchisee under this Franchise for a period of two 2 years from the date the City approves the work andor restoration SECTION 18 INFORMATION ON LOCATION OF FACILITIES Prior to the effective date of this ordinance the Franchisee shall provide the City with all information requested by the City regarding the location of the Franchisees current Facilities including but not limited to copies ofall record drawings for such Facilities Ifthe Franchisee performs any work to install repair reconstruct or replace Facilities in the Franchise Area after this ordinanceseffective date the Franchisee shall provide the CitywithallinformationrequestedbytheCityregardingthelocationofthoseFacilitiesincludingbutnotlimitedtocopiesofrecorddrawings SECTION 19 COORDINATION OF WORK IN FRANCHISE AREA To facilitate the coordination of work in City rightsofway if either the Franchisee or the City plans to make excavations in the Franchise Area the party planning such excavation shall provide written notice to the other of the plan ned excavation affording the other partytheopportunitytoshareintheexcavationprovidedthat1suchjointuseshallnot unreasonably delay the work of the party causing the excavation to be made 2 suchjoint use shall be arranged and accomplished on terms and conditions satisfactory to both parties and 3 either party may deny such request for safety reasons SECTION 20 BLASTING REQUIREMENTS The Franchiseesright to construct install operate maintain and repair Facilities does not preclude the City its agents or contractors from blasting grading or doing other road work contiguous to the Franchisees Facilities When practical the City shall give the Franchisee fortyeight 48 hours notice of blasting or excavating SECTION 21 SURVEY MARKERS AND MONUMENTS Before any work is performed under this Franchise the Franchisee shall establish two or more reference marks to all monuments and markers of every nature relating to Ordinance No 5592 ExhibitA Page 7 of 2 ubdMsions plats rightsofwayand all other surveys The reference points shall belocatedsothattheywillnotbedisturbedduringanyofFranchiseesoperationsunderthisFranchiseThemethodofreferencingmonumentsorothermarkersorpointsshallbeapprovedbytheCitybeforeplacementThereplacementofallmarkersormonumentsdisturbedduringanyconstructionoftheFranchiseeshallbemadeaspromptlyasconditionspermitThecostofmonumentsormarkerslostdestroyedordisturbedandtheexpenseorreplacementwithapprovedmarkersormonumentsshallbebornebytheFranchisee SECTION 22 RESERVATION OF RIGHTS221TheCityreservestherightto impose a utility tax on the FranchiseeandortochargetheFranchiseeareasonablefeeforservicesprovidedorrightsgrantedunderthisFranchisetotheextentauthorizedbylaw 222 The Franchisee agrees that it shall be subject to all authoribnow or laterpossessedbytheCityoranyothergoverningbodyhavingcompetentjurisdictiontofixjustreasonableandcompensatoryratesforservicesunderthisFranchise 223 The City reserves the right upon thirty 30 days written notice to theFranchiseetoamendormodifytheprovisionsorconditionsofthisFranchisetoconformtoanystatecountyfederalorCitystatuteordinanceruleorregulationTheCitymayterminatethisFranchiseuponthirty30dayswrittennoticetotheFranchiseeiftheFranchiseefailsorrefusestocomplywithsuchamendmentormodification SECTION 23 ASSIGNMENTTheFranchiseeshallnothavethe right to assign this Franchise without the wdtten consentoftheCityNoassignmentshallbeeffectiveunlessanacceptancebytheassigneeofalldghtsconditionstermsprovisionsandresponsibilitiescontainedwithintheFranchiseaswellassuretybondswhichtheCitydeemsnecessarytobepostedarereceivedasallowedbylawTheCitysapprovaloftheassignmentmaybemadesubjecttotheassigneesacceptanceofnewormodifiedtermsoftheFranchise SECTION 24 PENALTY FOR VIOLATION OF CONDITIONSIftheFranchiseefailstocomplywithanymaterialtermcondition or responsibility underthisFranchisetheCitymayprovidetheFranchiseewithwrittennoticeoftheCitysintentorevoketheFranchiseiftheFranchiseesfailureisnotcuredwithinthirty30daysofthedateofthenoticeDuringthethirty30daysfollowingthedateofthenoticetheFranchiseeshallhavetheopportunitytoremedythefailuretocomplyApublichearingshallbescheduledbeforetheAuburnCityCouncilatleastthirty30daysfollowingthenotificationontheissueoftherevocationIfatthehearingtheCityCouncilfindsthatgroundsexisttorevoketheFranchiseunderthisparagraphandthattherevocationisinthepublicinteresttheCityCouncilmaybyordinancerevoketheFranchiseTherevocationshallbeeffectiveninety90daysafterthepublichearing SECTION 25 EXPIRATION AND RENEWAL251IftheFranchiseerequestsa renewal of this Franchise prior to itsexpirationdatetheCitymayattheCityssolediscretionextendthetermofthisFranchiseforuptooneyearbeyondtheexprabondatetoaowforprocessingoftherenewalIfthe Ordinance No 5592ExhibitA Page8 of 12 City elects to extend the term of this Franchise written notice of the extension shall beprovidedtotheFranchiseepriortotheFranchiseexpirationdate 252 If the Franchisee has not requested a renewal of this Franchise prior to itsexpirationdatetheCityhastherightuponthirty30dayspriornoticetotheFranchiseetoremoveorrelocateanyoftheFranchiseesFacilitiesasisreasonablynecessaryforthe publics health welfare or safety or for the construction alteration or improvement of theFranchiseAreaorfortheconstructionorinstallationoflinesorfacilitiesofotherfranchiseholdersTheFranchiseeshallbeliableforcostsincurredinanyremovalorrelocationoftheFranchiseesFacilitiesunderthissection 253 Upon the expiration of this Franchise the Franchisee shall continue to beresponsiblefortheoperationandmaintenanceoftheFranchiseesexistingfacilitiesinthe Franchise Area but shall not have the dght to provide additional services This SectionandSections111314151619and21ofthisFranchiseshallcontinueinforceuntil such time asthe FranchiseesFacilities are abandoned to the City in accordance with the terms and conditions of the Settlement Agreement SECTION 26 COMPLIANCE WITH LAWS The Franchisee shall conform to all applicable federal state and local laws and regulationsincludingbutnotlimitedtotheStateEnvironmentalPolicyActandtheCitysEnvironmentalStandardsandOrdinances SECTION 27 NONDISCRIMINATION CLAUSE In all hidng or employment made possible or resulting from this Frenchise there shall be no discrimination against any employee or applicant for employment because of sexsexualorientationageracecolornationaloriginmadtalstatusorthepresenceofanysensorymentalorphysicalhandicapunlessbaseduponabonafideoccupationqualificationNopersonshallbedeniedorsubjectedtodiscriminationinreceiptofthe benefit of any services or activities made possible by or resulting from this agreement onthegroundsofsexsexualorientationracecolornationaloriginageexceptminimum age and retirement provisions marital status or the presence of any sensory mental orphysicalhandicap SECTION 28 NOTICE Any notice or information required or permitted under this Franchise may be sent to thefollowingaddressesunlessotherwisespecified City of Auburn City Engineer 25 West Main Street Auburn WA 980014998 2539313010 City of Bonney Lake Public Works Director 19306 Bonney Lake Blvd Bonney Lake WA 983900944 2538628602 Ordinance No 5592 Fhibit A Page 9 of 2 SECTION 29 ATTORNEYS FEESIfeitherpartycommenceslitigationagainst the other party relating to the performance orallegedbreachofthisFranchisetheprevailingpartyshallbeentitledtoallcostsincludingreasonableattorneysfeesincurredrelatingtosuchlitigationincludingthoseincurredinanyappeal SECTION 30 SEVERANCEIfanytermprovisioncondition or portion of this Franchise is held to be invalid suchinvalidityshallnotaffectthevalidityoftheremainingportionsofthisFranchisewhichshallcontinueinfullforceandeffectunlessthedominantpurposeoftheFranchisewouldbepreventedorthepublicinterestwouldnolongerbeservedasdeterminedbytheCity SECTION 31 EFFECTIVE DATEThisordinancehavingbeenintroduced at least five days prior to its date of passage andsubmittedtothecityattorneyandbeingapprovedbyatleastamajorityoftheentirecitycouncilataregularcitycouncilmeetingshalltakeeffectandbeinforcefivedaysafteritspassageapprovalandpublicationasrequiredbylaw SECTION 32 EXISTING UTILITIESThisFranchiseshallgovernCityofBonney Lake new and existing water Facilities withintheCityofAuburn OinanceNo 5592ExhibitA Page 10 ofl2 PASSED by Auburns City Council this APPROVED by Auburns Mayor this ATTESTAUTHENTICATE PETER B LEWIS MayorCityofAuburn LDate Date Ordinance No 5592Exhibit Page 11 of THE CITY OF BONNEY LAKE a municipal corporation of the State of Washingtonacceptsalltherightsprivilegesanddutiesofthisfranchisesubjecttoaltermsconditionsstipulationsandobligationscontainedheren PASSED by Bonney Lakes City Council this 5 day of CPROVE3BcnneyLakes Mayor this ATTEST 3ZBonney Lake City Clerk ayofMayorDate4ROVEDASTOFORMBonneyLakCityAffomeyDateFILEDWITHTHECITYCLERKPASSEDBYAUBURNSCITYCOUNCILPUBLISHEDEFFECTIVEDATEAUBURNORDINANCENOBONNEYLAKEOrdinance No5592ExhibitAPage12ofi2 RESOLUTION NO 3 4 8 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN INTERIM WATER SALES AGREEMENT BETWEEN THE CITY OF AUBURN AND COVINGTON WATER DISTRICT AND WATER DISTRICT No 111 WHEREAS Covington Water District Covington King County Water District No 111 WD 111 and the City of Auburn Auburn are authorized to enter into this Agreement under the authority of their respective enabling legislation and under the authority of Chapter 3934 RCW the Interlocal Cooperation Act and WHEREAS the parties desire to avoid unpredictable water sales and create a predictable and reliable cost for wholesale water to be sold by Auburn to Covington and WD 111 and WHEREAS it is in the public interest for the parties herein to enter into an interim water sales agreement NOW THEREFORE THE COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Section 1 Pursuant to RCW 3934 the Interlocal Cooperation Act Auburn Covington and WD 111 have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services Section 2 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute the Interim water Sales Agreement between Auburn and Covington and WD 111 with minor administrative changes if required A copy of said Resolution No 3482 061102 Page 1 Agreement is attached hereto denominated as Exhibit A and made a part hereof as though set forth in full herein Section 3 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 4 This resolution shall be in full force and affect upon passage and signatures hereon DATED this day of CITY OF AUBURN PETER B LEWIS MAYOR ATTEST Damelle E Daskam City Clerk APB RED FORM City Attorney Resolution No 3482 061102 Page 2 Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 2003071400273 PRCZFZC NU TT ZRG 260 PRGE eel OF 814231521KZNGCOUNTYUR RECORDERS COVER SHEET Document Titles or transactions contained therein Interlocal Agreement RES 3482 Interim Water Sales Agreement Reference Numbersof Documents assigned or released rlAdditionalreference s on page of document GrantorsBorrowersLast name first then first name and initials Auburn City of GranteeAssigneeBeneficiary Last name first 1 Covington Water District 2 King County Water D strict 111 Legal Description abbreviated ielot block plat or section township range PER RCW 3934 Additional legal is on page of document IAssessors Property Tax ParcelAccount Number NA Assessor Tax not yet assigned Exhibit A INTERIM WATER SALES AGREEMENT between COVINGTON WATER DISTRICT KING COUNTY WATER DISTRICT NO 111 and the CITY of AUBURN This Agreement Agreement is made and entered into this day of June 2002 by and between Covington Water District Covington a Municipal Corporation King County Water District No 111 WD 111 a Municipal Corporation collectively referred to herein as the Districts and the City of Auburn Auburn a Municipal Corporation Recitals mo Exhibit A Resolution 3482 The parties to this Agreement are also parties to Interlocal Agreement 2 for the Lea Hill Intertie Project between Covington Water District King County Water District 111 and the City of Auburn IA2 The parties desire to avoid unpredictable water sales and create a predictable and reliable cost for wholesale water to be sold by Auburn to the Districts By guaranteeing a minimum purchase of water for a given period of time ie a take or pay approach the cost of water which to a significant extent is based on peaking factors can be minimized for all of Auburns customers 1 Do Eo Fo Go This Agreement is intended to establish a rate for a fixed block of water for the mutual benefit ofthe parties of this Agreement It is in the interest of the Districts to have a predictable supply of water available and in Auburns interest to have a predictable and consistent source ofrevenue from the sale of such water The parties are authorized to enter into this Agreement under the authority of their respective enabling legislation and under the authority of Chapter 3934RCW the Interlocal Cooperation Act The 15 million gallons of water per day MGD take or pay water provided for in this Agreement is a portion of and not in addition to the 5 MGD as addressed in IA2 Now therefore in consideration of the mutual covenants and promises contained herein and for other good and valuable consideration the adequacy of which is hereby acknowledged the parties hereby agree as follows 1 TAKE OR PAY The Districts agree to purchase an average of 15 MGD of water from Auburn on a take or pay basis Take or pay shall mean that the Districts shall pay for 15 MGD whether or not the water is actually taken by the Districts the take or pay water also referred to in this Agreement as the Block of water provided the Block of water may be modified as set forth in Paragraph 4 Annual Review and Adjustment herein If the Districts cannot accept 15 mgd due to an emergency as Exhibit A Resolution 3482 2 defined in Paragraph 6 they will be billed for the water they receive at the Block rate 2 CHARGES FOR WATER The Districts shall pay the rate per one hundred cubic feet of water CCF for the 15 MGD Block shown in Exhibit 1 attached hereto which is by this reference incorporated except as further addressed in Paragraph 3 herein Any water taken in excess Excess Water of the Block during the winter October 1 through May 31 shall be billed at the winter overage rate shown in Exhibit 1 and during the summer June 1 through September 30 shall be billed at the summer overage rate shown in Exhibit 1 Any water taken during an emergency within the Covington andor WD 111 systems as defined in Paragraph 6 shall be billed at the 15 mgd Block rate Auburn shall send one monthly bill to WD 111 for all water purchased by the Districts 3 QUANTITY AVAILABLE DELIVERED The 15 MGD Block of water shall be defined as a block ofwater to be delivered at an average rate of 15 MGD measured over a rolling 3 day period with total quantities delivered within any single day being no more than 10more or less than 15 MGD If the Districts are unable for any reason to accept the Block of water the minimum monthly payment shall be 15 MGD multiplied by the rate then in effect pursuant to Paragraph 2 above If Auburn is unable to deliver the amount of water requested by the Districts up to the Block of water then Auburn will bill the Districts for the amount of water actually delivered at the Exhibit A Resolution 3482 Exhibit A Resolution 3482 block rate pursuant to Paragraph 2 above For the take or pay water Block provided for herein the Districts will be served on the same basis and with the same reliability as service is provided to Auburns retail customers and any curtailment restrictions or limitations on delivery shall be on same basis as curtailment restrictions or limitations on delivery to Auburns retail customers ANNUAL REVIEW AND ADIUSTMENT The initial Block of 15 MGD shall remain in effect through December 31 2005 Each year the take or pay Block may be adjusted by mutual agreement By September 1 of each year the Districts shall notify Auburn of their intent to continue without change or request an increase in the Block quantity Any requested change in the Block quantity would be effective January 1 of the year following the request In the event that neither party communicates its intent under this provision the Block shall be deemed to continue unchanged TERM This Agreement shall remain in full force and effect from the first day of the month following the execution of this Agreement through December 31 2005 provided that this Agreement shall automatically be renewed for an additional year at the conclusion of the term of this Agreement or any extension thereofunless any party provides the others with notice of an intent not to extend this Agreement which notice shall be received by the other parties not less than one year prior to the expiration ofthe term of this Agreement or any extension thereof The termination of this Agreement shall 4 not affect any rights or obligations under IA2 61 EMERGENCIES For purposes of this Agreement an emergency shall be defined as resulting from a water shortage a major water line break fire demand contamination to the water supply system mechanical equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other mutually agreed upon emergency within the water supply system An emergency period shall be for no more than five 5 working days without written request by the Districts and approval by Auburn in writing to extend the emergency period The City may change reduce or limit the time for or temporarily discontinue any water supplied for an emergency in excess of the Block quantity without notice Prior to a planned interruption or limiting of emergency service the City will notify the Districts of such not less than three days prior to the service disruption The City agrees to use best efforts and reasonable diligence to notify the Districts as soon after it becomes aware ofthe need for emergency service disruption and further will to the extent practical limit the service disruption to daylight hours 7 JOINT AND SEVERAL OBLIGATION The obligation of the Districts as set forth therein shall be a Joint and Several obligation of the Districts Allocation of the take or pay Block of water and the payment for such water shall be negotiated between the Districts outside of this Agreement Exhibit A Resolution 3482 5 In witness whereof the participants hereto have caused this Agreement to be executed by their proper officers on the day of 2002 City of Auburn by Title Approved as to form by Title Covington Water District bY4 King County Water District 111 by Title Exhibit A Resolution 3482 6 Interim Water Sales Agreement Between Covington Water District King County Water District No 111 And the City of Auburn Exhibit 1 Take or Pay Monthly Rates Year Base Charge 15MGDRate Winter Overage Summer Overage 2002 17500 070 080 185 2003 17500 075 085 200 2004 17500 080 090 210 2005 17500 085 095 220 Covington and WD 111 are each responsible for paying a Base Charge of 17500 per month per district Exhibit A Resolution 3482 7 RESOLUTION NO 3 5 3 4 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A REVISED WATER SYSTEM INTERTIE AGREEMENT NO 3A BETWEEN THE CITY OF AUBURN AND THE CITY OF ALGONA WHEREAS pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and Algona have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services and WHEREAS the City of Auburn and the City of Algona executed Interlocal Agreement No 3 IA No 3 dated August 19 1996 and WHEREAS information and exhibits in IA No 3 need to be updated to reflect current status and WHEREAS the Algona well and water right were not completely conveyed by Algona to Auburn as intended under IA No 3 and WHEREAS it is the desire of Algona and Auburn to finalize the IA No 3 agreement with respect to facilities constructed and agree on a method of payment for constructed and proposed facilities NOW THEREFORE THE COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Resolution No 3534 September 26 2002 Page 1 Section 1 Pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and Algona have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services Section 2 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute a revised Water System Intertie Agreement No 3A between the City and the City of Algona A copy of said Agreement is attached hereto denominated as Exhibit 1 and made a part hereof as though set forth in full herein Section 3 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Resolution No 3534 September 26 2002 Page 2 CITY OF AUBURN MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM City Attorney Resolution No 3534 September 26 2002 Page 3 Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 200303000705PACZFZCNUTZTAG5000PAGEeelOFe32011328838944KZNGCOUNTYhA RECORDERSCOVER SHEET Document Titles or transactions contained therein Interlocal Agreement Reference Numbersof Documents assigned or released IAdditional reference s on page of document GrantorsBorrowersLast name first then first name and initials Auburn City of GranteeAssigneeBeneficiary Last name first Algona City of Legal Description abbreviated ielot block plat or section township range PER RCW 3934 Additional legal is on page of document IAssessors Property Tax ParcelAccount Number NA Assessor Tax not yet assigned WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as Auburn and the City of Algona hereinafter referred to as Algona for the purposes of modifying Interlocal Agreement 3 between Algona and Auburn and establishing a payment schedule for the system intertie between the respective parties WITNESSETH WHEREAS both Cities have executed Interlocal Agreement 3 IA3 for the Algona Intertie Project dated August 19 1996 and WHEREAS both Cities agreed that the following facilities were to be built and funded in part or in whole by Algona as a part ofIA3 1 Five 5 Meter Stations 2 A Future Reservoir in Lakeland Hills 3 Wells 6 and 7 and WHEREAS this agreement identifies one time capital facilities charges for the above referenced projects that serve to increase the capacity of service to the City of Algona and WHEREAS Algona agreed to deed over its primary Water Rightsinstantaneous flow rate Qi of 500 gpm annual flow rate Qa of 175 acre feet per year well facilities and well property protection zone easement to Auburn in exchange for Auburn providing a portion of the Algona long term water supply and WHEREAS the Cities agreed to terminate a number of preexisting agreements and WHEREAS Algona agreed to implement a water conservation program consistent with Auburns conservation program and WHEREAS Algona agreed to maintain its 100000 gallons of system storage participate in an additional 100000 gallons of storage in the Auburn system or provide for the storage otherwise and WHEREAS Algona granted Auburn permission to construct own operate maintain repair and replace Auburn water facilities within Algona right of way at Auburn expense and WHEREAS the Boeing Company Welded Duct Facility was transferred to Algona as a direct service customer and the existing meter was converted to a master meter and WHEREAS a 180000 gallon share of the IA3 proposed 17 million gallon Lakeland Hills Reservoir was to be financed by Algona in accordance with the Algona January 1997 Water System Plan and with Auburn storage criteria in accordance with the schedule contained in Exhibit D of IA3 and WHEREAS Auburn agreed to provide Algona up to 525000 gallons of average day demand ADD and 1114000 gallons of maximum day demand MDD through 2014 and WHEREAS the estimated project costs were shown in Exhibit D of IA3 and those estimated costs were understated and WHEREAS the Algona City well and associated water rights were not completely conveyed by Algona to Auburn as intended under IA3 and WHEREAS it is the desire of Algona and Auburn to finalize the IA3 agreement with respect to facilities constructed and agree on a method ofpayment for constructed and proposed facilities NOW THEREFORE IT IS MUTUALLY AGREED as follows In order to provide for the construction and operation of water supply facilities piping and meters for a water supply intertie and reservoir capacity all between Auburn and Algona the Participants mutually agree 1 Interlocal Agreement 3 IA3 for the Algona Intertie Project between the City of Algona and the City of Auburn dated August 19 1996 and adopted by City of Auburn Resolution No 2770 is hereby superceded by this Agreement 2 Algona shall convey to Auburn Algonas City well and any and all associated water rights by Bill of Sale included as Exhibit F The well location is depicted on Exhibit A In addition Algona shall convey a Well Site Easement included as Exhibit G and Access Easement included as Exhibit H for the aforementioned well All costs for said conveyances will be included within the costs of projects planned under this Agreement In event of future well abandonment by Auburn any and all related easements shall be vacated by Auburn and Algona and others shall no longer be bound thereby 3 Algona shall have and implement a conservation program The conservation program shall at a minimum be consistent with Auburns conservation program and include field testing for leak detection repair of leaks and public information actions equal to Auburns public information actions Algonas water conservation plan shall be included in the 2002 Algona Water System Plan 4 So long as it continues to purchase wholesale water from Auburn Algona shall continue to maintain and provide no less than the existing storage in its 100000 gallon reservoir in its westerly service area Alternately Algona may elect to increase participation by 100000 gallons within the future Auburn reservoir per Exhibit B herein or acquire storage otherwise such as from Lakehaven Utility District and terminate the continued operation of the existing reservoir in its westerly service area 5 Algona hereby grants Auburn the right to construct own operate maintain repair and replace Auburns municipal water system including pipes fire hydrants valves meters and other appurtenances located within Algona rightofway as shown on Exhibit A in perpetuity per the terms and conditions herein 51 Auburn shall provide to Algona copies of available record drawings showing the location of Auburns water system within Algona rightofway 52 Except for the normal operation of Auburns water system Auburn shall notify Algona prior to any major waterline improvements or replacements which may interfere with or disrupt any other utilities andor passage of traffic within Algona Algona shall notify Auburn prior to any street or other utility improvement which may interfere or disrupt Auburns water system 53 Auburn shall be responsible to pay for costs associated with improvements to Auburns water system including necessary street patches In the event that Algona constructs any street improvements on those rightsofway containing Auburns water system Auburn shall be responsible to adjust all water system appurtenances to finish grade including lowering or raising said pipelines at conflict with Algona improvements 6 Algona agrees to financially participate in the supplemental supply development of a portion ofAuburns Well 6 and Well 7 in accordance with Exhibit D 7 This Agreement shall include construction and operation of up to five individual master meter stations Three master meter stations including the one currently serving the Boeing Welded Duct Facility and two installed under IA3 are as shown on Exhibit A The remaining two meter stations will be located and constructed at the discretion of Algona For adequate water distribution to be obtained it may also be necessary for Algona to construct additional piping and connections at its own expense 8 Algona agrees to transfer title to Auburn for any water lines between existing master meter stations and the existing Auburn mains Any piping between future master meter stations and Auburn mains will be similarly transferred by Algona to Auburn Title will be transferred with a bill of sale and the water pipe will be regulated under Paragraphs 5 and 13 of this Agreement 9 This Agreement shall include future construction of a reservoir by Auburn within the Lakeland Hills development area within Pierce County Washington The volume of the new reservoir is presently estimated to be approximately 265 million gallons and this capacity is to be shared with Algona Financial participation is to be based on a capacity percentage basis by any and all municipalities sharing in the capacity whether the actual storage volume usage for any such municipality is directly derived from the reservoir or not Algonascapacity shall be 180000 gallons exclusive of the provision of Paragraph 4 of this Agreement 10 Algona projects the need for supply source in the following quantities Year Average Daily Demand mgd Maximum Daily Demand mgd 2004 0457 0945 2009 0491 1029 2014 0525 1114 11 Additional water supply may be available as mutually agreed to in writing by the Auburn City Council and the Algona City Council 12 Respective facility ownership capacity rights and responsibility for operation maintenance and renewal andor replacement rr are as specifically described in Exhibit B Operational parameters shall be as specifically defined in Exhibit C 13 Distribution water pipelines within the city limits of a Participant shall be owned and the responsibility of that Participant with the exception of Auburn facilities specifically identified on Exhibit A and permitted by Paragraph 5 14 Retail customers whose property lies within the city limits of a Participant shall be the retail customers ofthat Participant 15 For Auburn facilities within Algona as specifically identified on Exhibit A Algona hereby grants a franchise to Auburn 16 Auburn shall design construct and maintain its facilities constructed under this Agreement in accordance with the design standards described in the 2001 Auburn Comprehensive Water Plan and the updates thereto 17 Both Participants shall exercise good faith and use best efforts in estimating project costs However the foregoing notwithstanding each Participant shall be responsible for and shall pay for one hundred percent 100 of its actual proportionate share of the project costs regardless of the estimate The project costs are estimated as shown in Exhibit D The Participants shall maintain individual cost records of their expenses for the project Auburn will maintain overall coordinated project cost records Algona has the right to review the design of each project in Exhibit D prior to the project being bid Auburn shall allow sufficient time in the project schedule for this review Should potential cost savings to the design be identified that are not in conflict with accepted industry design standards Algona and Auburn shall work in good faith and cooperatively to incorporate the potential cost savings into the final design 18 The Participants shall fully finance and pay for their proportionate share of cost as shown in Exhibit D Algona shall deposit funds with Auburn to perform the project work for the proposed facilities in accordance with the schedule shown in Exhibit E As future actual costs of projects in Exhibit D are determined Auburn will notify Algona of such updates and the authorized representatives will execute an update to Exhibit D which will supercede all prior dated versions of Exhibit D 19 Auburn has prepared a cost of service study to determine the cost of service to its customers A customer classification for wholesaleAlgona has been created and rates for service charges are based on a rate study for this customer classification Auburn will regularly update the cost of service analysis Wholesale water rates to Algona will be based on costs of providing the service 20 For purposes of this Agreement each Participant identifies its authorized representative as the Mayor of Algona and as the City Engineer of Auburn 21 The Participants shall meet as needed for project coordination 22 The Participants shall be responsible for design construction management and commissioning of all facilities to be constructed in accordance with ownership of the facility Responsibilities may be assigned otherwise by agreement of the Participants authorized representatives 23 It is acknowledged and agreed that in the event Auburn experiences any system failure or decreased capacity for any reason the supply to Algona may be curtailed to an equal percentage ofuse as Auburns curtailment is implemented Such curtailment shall be imposed by Algona on Algona retail customers immediately and simultaneously as such curtailment is imposed by Auburn on Auburn retail customers 24 It is the intent of Auburn to provide the water described in Paragraph 10 whenever it is available subject to the limitations described in Paragraph 23 Auburn shall use reasonable diligence and best efforts to provide immediate notice in the event it becomes aware that it may not be able to fulfill the requirements ofParagraph 10 for any reason 25 Aubum possesses the shortterm approximately five 5 years capacity to meet the storage requirements for Algona Longterm storage requirements for Algona shall be met by Algona financial participation within the next increment of storage to be constructed by Auburn Algonas minimum financial participation shall provide for construction of storage volume capacity of 180000 gallons inclusive of standby equalization and fire protection volume storage Such 180000 gallon capacity is in addition to Algonas existing 100000 gallon reservoir storage in its westerly service area 26 Algonaswater supply needs above the 0525 mgd average daily demand and the 1114 mgd maximum daily demand both identified in Paragraph 10 will be dependent upon negotiation of an amendment to this Agreement 27 This Agreement shall remain in full force unless terminated by mutual agreement of the Participants 28 This Agreement may be amended only in writing by approval signed by the Participants 29 The authorized representatives shall have authority to update Exhibits attached hereto The Exhibits shall be updated andor revised only upon written agreement signed by the Participants authorized representatives Updates must be ratified by each ParticipantsCity Council 30 Algona agrees to indemnify defend and hold harmless Auburn its officers directors employees and agents and their successors and assigns from any and all costs or claims arising out of or in any way resulting from Algonas default failure of performance or negligent conduct associated with this Agreement It is further agreed that Auburn shall provide water to Algona consistent with its provision of water to all of its retail water customers and the failure of the Auburn water system to deliver flow to Algona in whole or in part as described in this Agreement so long as Auburn is providing water to Algona consistent with its provision of water to the rest of its retail water customers and consistent herewith shall not give rise to an action against Auburn and Algona agrees to indemnify defend and hold harmless Auburn its officers directors employees and agents and their successors and assigns from any and all costs or claims arising out of or in any way resulting from any such failure of the Auburn water system to deliver flow to Algona in whole or in part This indemnification provision shall include but is not limited to all claims against Auburn by an employee or former employee of Algona or their contractors and as to such claims Algona expressly waives all immunity and limitation of liability under Title 51 RCW Auburn agrees to indemnify defend and hold harmless Algona their officers directors employees and agents and their successors and assigns from any and all costs or claims arising out of or in any way resulting from Aubums default or negligent conduct associated with this Agreement This indemnification provision shall include but is not limited to all claims against Algona by an employee or former employee of Auburn or its contractors and as to such claims Auburn expressly waives all immunity and limitation ofliability under Title 51 RCW 31 The parties shall make good faith efforts to resolve by informal discussion any dispute arising under or in connection with this Agreement If at any time either party to this Agreement determines that such informal discussions will not result in a resolution ofthe dispute such party may request formal discussion by both parties If formal discussion by the parties does not resolve the dispute a settlement conference shall be held within thirty 30 days of the unsuccessful resolution meeting The settlement conference will be held at the Seattle office of Judicial Arbitration and Mediation Services Inc JAMS The complaining party must contact JAMS to schedule the conference The parties may agree on a retired judge from the JAMS panel If they are unable to agree JAMS will provide a list of three available judges and each party may strike one The remaining judge will serve as the mediator at the settlement conference 32 If any provision of this Agreement is invalid or unenforceable the remaining provisions shall remain in force and effect IN WITNESS WHEREOF the Participants hereto have caused this Agreement to be executed by their proper Officers on the date shown below City ofBy Its Mayor Attest by Approved as to Form City of Algona 102102 By Its Date Attest by vApproved as to Form by s NORMALLY CLO 10th 8 MET 10th AVE 3TING I00000RESERV 6th AVE N EMERGENCY INTERTIi CONSTRUCTED JULY 4 METER WELL ib AND AUBURN ELLINGSON D Jl EXISTJNG METER FUTURE METER VE AUBURN CITY LIMITS QUADRANT WATE ALGON ALGONA WATE 1ST RESERVOIR PIERCE OU EXHIBIT A FACILITIES LAYOUT PLAN IA 3A ALGONA INTERTIE PROgECT SCALE 1800 Update Approval 1 Auburn Algona 2 Auburn Algona 3 Auburn Algona Exhibit A Facilities Layout Plan WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A continued Dated Dated Dated Dated Dated Dated Exhibit B Facility Ownership Capacity Rights Operation Maintenance and Renewal and Replacement Responsibilities to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A Operation Facility Location Facility Capacity Maintenance Ownership Rights RenewalReplacement Responsibility Meter Station 1 200 easterly of the Auburn 100 Algona Auburn existing for Boeing Intersection of 1st Avenue Noah and Perimeter Road Meter Station 2 Intersection of Auburn 100 Algona Auburn existing Milwaukee Avenue and Boundary Boulevard Meter Station 3 Intersection ofIndustry Auburn 100 Algona Auburn existing Drive North and Boundary Boulevard Meter Station 4 Presently unknown but Auburn 100 Algona Auburn future probably near intersection ofWest Valley Highway and Boundary Boulevard extended Meter Station 5 Presently unknown but Auburn 100 Algona Auburn future probably near intersection of UP RR and 1 st Avenue Noah Algona Well I50 northwesterly Auburn 100 Auburn existing of intersection of Auburn Washington Boulevard and 3rd Ave South Lakeland Hills Lakeland Hills Pierce Auburn 180000 Auburn Reservoir future County gallons Algona remainder Auburn Supply Qi Well 6 Fulmer Field Auburn 1114000 Auburn existing Well 7 City Park gpd Algona supplemental remainder water rights Auburn 9 Exhibit B Facility Ownership Capacity Rights Operation Maintenance and Renewal and Replacement Responsibilities to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A continued Update Approval 1 Auburn Algona 2 Auburn Algona Dated Dated Dated Dated lO Exhibit C Project Criteria to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A Project Criteria Meter Stations to be sized on flow volume criteria as opposed to line size Maximum Qi daily demand flow is 1114 million gallons per day for total ofall meter stations supply to Algona except in case of fire or emergency Maximum annual Qa average daily demand flow is 0525 million gallons per day for total of all meter stations supply to Algona Each meter station shall be calibrated annually for the first three years of operations and thereafter at the discretion of Auburn Reservoir capacity for Algona is 180000 gallons of the estimated 265 mg total capacity in the proposed Lakeland Hills Reservoir Total of all meter stations supply to Algona necessary for peak hourly flow and fire flow shall be determined by Algona and such data provided to Auburn for meter station design andor station design review Update Approval 1 Auburn Dated Algona Dated 2 Auburn Dated Algona Dated 11 Exhibit D Project Cost Estimate to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A Incurred Costs IA3 To Date Description Estimated Cost Expenditures to Date Auburn Algona METER STATIONS includes allied costs 2inch@ Boeing NA NA NA NA 8inch@ Industry Drive 25740 76723 31757 44966 8inch@ Milwaukee 25740 76723 31757 44966 8inchFuture 28600 NA 0 100 8inchFuture 31460 NA 0 100 Subtotal Meter Stations 111540 153446 63514 89932 SUPPLY FACILITIES Well 6 1057507 990514 66993 Well 7 2387050 2235829 151221 Subtotal Supply Facilities 1787500 3444557 3226343 218214 PRELIMINARY COSTS Algona WellWaterRights 5000 5000 5000 0 Conveyance Algona Water Rights NA NA 30000 30000 Well Easements 2000 2000 2000 0 SKCRWA JOA Development 5800 5800 0 5800 COSRateStudy 1627 1627 0 1627 Subtotal Preliminary Costs 14427 14427 37000 22573 COSTS TO DATE NA 3612430 3326857 285573 PAYMENTS TO DATE NA NA 3326857 8530O BALANCE OWING NA NA 0 200273 STORAGE FACILITIES Lakeland Hills Res 2700000 NA 2520000 180000 Subtotal Storage Facilities 2700000 NA 2520000 180000 Estimated Total PROJECT COST 4613467 6312430 5846857 465573 Update Approval 1 Auburn Dated Algona Dated 2 Auburn Dated Algona Dated 12 Activity Exhibit E Project Schedule to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A Date Execute Interlocal Agreement 3 Complete master meter stations design for initial two stations Algona to provide well water rights and easements conveyance to Auburn Award master meter stations construction contract Complete construction of master meter stations 42 and 3 Final master meter stations and conveyance project cost accounting Interim payment of 85300 from Algona Final Auburn Wells 6 and 7 cost accounting Execute Inteflocal Agreement 3A Future construction ofmaster meter stations 4 and 5 Algona to provide 200273 to Auburn for partial payment ofcost incurred to date Algona to provide 180000 to Auburn for partial payment for future Reservoir Final project cost accounting Final IA 3A balancing payment from Algona Completed Completed November 2002 Completed Completed Completed Completed Completed November 2002 To be determined 31 March 2003 Due at Construction Contract Award 31 March 2008 30 April 2008 13 Exhibit E Project Schedule to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A Update Approval 1 Auburn Algona 2 Auburn Algona Dated Dated Dated Dated 14 Exhibit F Bill ofSale for Algonas Well to WATER SYSTEM INTERTIE AGREEMENT AlgonaAuburn Intertie Agreement No 3A follows eturn Address City of Auburn City Clerk 25 West Main Auburn WA 98001 Above this line reserved for recording information Reference if applicable GrantorBorrower BILL OF SALE NA 1 City of Algona GranteeAssigneeBeneficiary Legal DescriptionSTR AssessorsTax Parcel IDg City of Auburn NW SW14252I4E 9543000570 Additional on page 2 Additional on page Additional on page KNOW ALL MEN BY THESEPRESENTS that for and in consideration of the sum of ONE DOLLAR100 and for the consideration ofincorporating the facilities into the City system and other good and sufficient consideration receipt whereof is hereby acknowledged the undersigned Grantor City of Algona a Municipal Corporation in King County Washington do by these presents hereby convey setover assign transfer and warrant to the City of Auburn a Municipal Corporation in King County Washington a well and waterworks supplying water for public use the associated ground water right EXHIBIT A Certificate Number GI22769C and all appurtenances or any other associated public facility generally consisting of a ten 10 inch casing to approximately 65 feet beow ground surface Situated within the following described real property See EXHIBIT B ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF and the said Grantors hereby warrants that they are the sole owners ofall the property above conveYed that they have full power to convey the same and that they will defend the title ofthe said Grantee against any and all persons lawfully making claim thereto and indemnify the City of Auburn for any costs including Attorney fees in defending tide Bill ofSale Page I of 2 day of IN WITNESS wHEREOF the Grantors hashave executed these presents this 2002 City ofAlgona GRANTOR GLENN WILSON MAYOR STATE OF WASHINGTON SS County of King I certify that I know or have satisfactory evidence that is the person who appeared before me and said person acknowledged that heshesigned this instrument on oath stated that heshewas authorized to execute the instrument and acknowledged it as the of a Municipal Corporation to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument Dated Notary Public in and for the State of Washington residing at My appointment expires File 41 REF HFORMSFC089R 401 Bill ofSale Page 2 of 2 trde Street AI kashJnton 98002 ricilto td iii tlriilirdbr Ih pnrltlllof1alld IIw idridtl to IJr o id PUBLIC WATEREE APPROPRIATED Iv contJnuousZ LOCAIION OF DIVERSIONWITHDRAWAL 400 feet east and 1200 feet south froe st qrtercornerof Sec 25 RECORDED PLATED pROPERT7 Aea serred by it of lgo 7to right to the use ofthe tervforeid herein confirmed i tetrictetotheland orpce deabraept pmldedbt RC 900090090and 904020 041 Given under thy iand attd thenlothorce at IashhioflthB o 0g I Departmen of Ecology t h o E IOBBRTKIlcalllRegional lqanagor FOIl COUNTY USE ONLY ilArl Iii AiiIaRI4 DEPARTIETOF ECOLOGY PROOF OF APPROPRIATION OF WATER sr7LrStreet Aror A qPr LEGAL DESCRIPTIOH OF PROPERTT OH WHICH WTER e3te ZOC LOt PBLa Vol lO e 16 tntot or tcr ieL rJty cr Aleom 1ashJrtor CescripUonofC ty UnJts Al hnt U oFFecti F3 25 26 a 35 nFZ3G at therthgcner oF eouthmomrterorctlon 23T nnorth tnrcCJonvRhtehyn or therht7oRhtet heeaer 3y Jd easterlyre tn or 6bAnm Sauth to anLnLeraectlm wRhthood Exhibit G Well Site Easement to WATER SYSTEM INTERTIE AGREEMENT AlgonaJAuburn Intertie Agreement No 3A follows 16 ReturrAddress City ofAuburn City Clerk 25 WestMain Auburn WA 98001 Above this line reserved for recording information EASEMENT Well Site Easement Reference if applicable GrantorBorrower GranteeAssigneeBeneficiary Legal DescriptionSTR AssessorsTax Parcel IDS NA City ofAlgona City of Auburn NW SWI425214E 9543000570 Additional on page 2 Additional on page Additional on page For and in consideration of the sum of one dollar 100and other good and valuable consideration in handpaid receipt of which is hereby acknowledged and for benefits to be derived by the Grantor herein Grantor City of Algona a municipal corporation of King County Washington hereby conveys and warrants to the City ofAuburn Grantee herein a municipal corporation of King County Washington its successors and assigns a perpetual Nonexcusive Easement under over through and across the following described real property for the purpose of operating maintaining installing and decommissioning a well and waterworks supplying water for public use AND APPURTENANCES THEREOF said real property being described as follows SEE EXHIBITS A AND B ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF This easement is given under the threat of and in lieu of Eminent Domain Said Grantee shall have the absolute right at times as may be necessary for immediate entry upon said Easement for the purpose of maintenance inspection construction repair reconstruction or decommissioning of the above improvements without incurring any legal obligation or liability therefore Said Grantee shall have the absolute fight to place any type of driving surface within said Easement deemed necessary by the Grantee EASEMENT Page I of4 Said Grantor shall not in any way block restrict or impede access and egress to or from said Easement andor in any way block restrict or impede full use of the real property within the abovedescribed Easement by said Grantee for the abovedescribed purposes Said Grantor may fence across said Easement andor along the boundaries of said Easement provided that a gate is constructed in said fence Said gate shall be of sufficient length and location to allow the Grantee full use of and access and egress to and from the real property within the abovedescribed Easement If said gate is to be locked keys shall be provided to the Grantee This Easement shall be a covenant running with the abovedescribed real property and burden said real estate and shall be binding on the successors heirs and assigns of all parties hereto Dated this day of 2002 City ofAlgona GRANTOR GLENN WILSON MAYOR STATE OF WASHINGTON County ofKing I certify that I know or have satisfactory evidence that and isarethe personswho appeared before me and said individuals acknowledged that heshethey signed this instrument and acknowledged it to be hishertheir free and voluntary act for the uses and purposes mentioned in this instrument Dated Notary Public in and for the state ofWashington residing at My appointment expires REF HFORMSkFC087498 EASEMENT Page 2 of4 EXHIBIT A ALGONA WATER WELL EASEMENT 3RD AVENUE SOUTH AND WASHINGTON BOULEVARD THAT PORTION OF LOTS 23 AND 24 AND 25 AND 26 AND 27 AND 28 AND 29 AND 30 ALL IN BLOCK 4 OF WOODS ALGONA ADDITION DIVISION NUMBER 1 TO THE CITY OF SEATTLE AS RECORDED IN VOLUME 19 OF PLATS PAGE 36 RECORDS OF KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 30 THENCE NORTH013115 EAST ALONG THE WEST BOUNDARY OF SAID LOT 30 A DISTANCE OF 1312 FEET THENCE SOUTH 882845 EAST 4952 FEET TO THE TRUE POINT OF BEGINNING THENCE NORTH 013115 EAST 10000 FEET THENCE SOUTH 882845 EAST 10000 FEET THENCE SOUTH 013115 wEST 8000FEET THENCE SOUTH 882845 EAST 117 FEET MORE OR LESS TO THE WEST MARGIN OF WASHINGTON BOULEVARD THENCE SOUTHERLY 2000 FEET MORE OR LESS ALONG SAID WEST MARGIN OF WASHINGTON BOULEVARD TO A POINT WHICH BEARS SOUTH 882845 EAST FROM SAID TRUE POINT OF BEGINNING THENCE NORTH 882845 WEST 217 FEET MORE OR LESS TO SAID TRUE POINT OF BEGINNING SITUATE IN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25 TOWNSHIP 21 NORTH RANGE 4 EAST W M EASEMENT Page 3 of4 EXHIBIT B EASEMENT Page 4 of 4 Exhibit H Access Easement to WATER SYSTEM INTERTIE AGREEMENT AigonaJAuburn Intertie Agreement No 3A follows 17 Reiurn Address City ofAuburn City Clerk 25 West Main Auburn WA 98001 Above this line reserved for recordin information EASEMENT Access Easement Reference if applicable GrantorBorrower GranteeAssigneeBeneficiary Legal DescriptionSTR AssessorsTax Parcel IIg NA lCity ofAlgona City ofAuburn NW SW1425214E 9543000570 Additional on page 2 Additional on page Additional on page For and in consideration of the sum of one dollar 100and other good and valuable consideration in hand paid receipt of which is hereby acknowledged and for benefits to be derived by the Grantor herein Grantor City of Algona a municipal corporation of King County Washington hereby conveys and warrants to the City of Auburn Grantee herein a municipal corporation ofKing County Washington its successors and assigns a perpetual Nonexclusive Easement under over through and across the following described real property for the purpose ofingress and egress said real property being described as follows sEE EXHI3ITS A AND B ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF This easement is given under the threat of and in lieu ofEminent Domain Said Grantee shall have the absolute right at times as may be necessary for immediate entry upon said Easement for the purpose of maintenance inspection construcuon repair or reconstruction of the above improvements without incurring any legal obligation or liability therefore Said Grantee shall have the absolute right to place any type of driving surface within said Easement deemed necessary by the Grantee Said Grantor shall not in any way block restrict or impede access and egress tO or from said Easement andor in any way block restrict or impede full use ofthe real property within the EASEMENT Page 1 of4 abovedescribed Easement by said Grantee for the abOvedescribed purposes Said Grantor may fence across said Easement andor along the boundaries of said Easement provided that a gate is constructed in said fence Said gate shall be of sufficient length and location to allow the Grantee full use of and access and egress to and from the real property within the abovedescribed Easement If said gate is to be locked keys shall be provided to the Grantee This Easement shall be a covenant running with the abovedescribed real property and burden said real estate and shall be binding on the successors heirs and assigns of all parties hereto Dated this day of 2002 City ofAlgona GRANTOR GLENN WILSON MAYOR STATE OF WASHINGTON County of King I certify that I know or have satisfactory evidence that and isarethe personswho appeared before me and said individuals acknowledged that heshethey signed this instrument and acknowledged it to behishertheir free and voluntary act for the uses and purposes mentioned in this instrument Dated Notary Public in and for the State ofWashington residing at My appointment expires REF HkFORMSFC087498 EASEMENT Page 2 of4 EXHIBIT A ALGONA WATER WELL EASEMENT 3RD AVENUE SOUTH AND WASHINGTON BOULEVARD THAT PORTION OF LOTS 23 AND 24 AND 25 AND 26 AND 27 AND 28 AND 29 AND 30 ALL IN BLOCK 4 OF WOODS ALGONA ADDITION DIVISION NUMBER 1 TO THE CITY OF SEATTLE AS RECORDED IN VOLUME 19 OF PLATS PAGE 36 RECORDS OF KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OFSAID LOT 30 THENCE NORTH 01 31 15 EAST ALONG THE WEST BOUNDARY OF SAID LOT 30 A DISTANCE OF 1312 FEET THENCE SOUTH 882845 EAST 4952 FEET TO THE TRUE POINT OF BEGINNING THENCE NORTH 0131 15 EAST 10000 FEET THENCE SOUTH 882845 EAST 10000 FEET THENCE SOUTH 013115WEST 8000 FEET THENCE SOUTH 8802845 EAST 117 FEET MORE OR LESS TO THE WEST MARGIN OF WASHINGTON BOULEVARD THENCE SOUTHERLY 2000 FEET MORE OR LESS ALONG SAID WEST MARGIN OF WASHINGTON BOULEVARD TO A POINT wHICH BEARS SOUTH 882845 EAST FROM SAID TRUE POINT OF BEGINNING THENCE NORTH 882845 WEST 217 FEET MORE OR LESS TO SAID TRUE POINT OF BEGINNING SITUATE IN THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25 TOWNSHIP 21 NORTH RANGE 4 EAST W M EASEMENT Page 3 of4 EXHIBIT B EASEME1WF Page 4 of4 RESOLUTION NO 3 6 1 4 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR TO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENT BETWEEN THE CITY OF AUBURN AND KING COUNTY WATER DISTRICT NO 111 WHEREAS Auburn and King County Water District No 111 have legal authority to exercise their powers and perform any of their functions as set forth in RCW 3934 the Interlocal Cooperation Act and WHEREAS pursuant to RCW 3934 Auburn and King County Water District No 111 have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services and WHEREAS the City of Auburn and King County Water District No 111 currently have water facilities in the vicinity and WHEREAS both agencies can increase fire protection and emergency water supply reliability for their customers and WHEREAS both agencies are willing to provide the necessary services to increase fire fighting and emergency supply reliability upon the terms and conditions set forth in the Emergency Water System Intertie Agreement NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Resolution No 3614 May142003 Page 1 Section 1 Pursuant to RCW 3934 the Interlocal Cooperation Act Auburn and King County Water District No 111 have legal authority to cooperate with other localities on the basis of mutual advantage and provision of services Section 2 The Mayor is hereby authorized to execute an Emergency Water System Intertie Agreement between the City and King County Water District No 111 in the form substantially as the agreement attached hereto marked as Exhibit A and incorporated herein by this reference Section 3 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 4 That this Resolution shall take effect and be in full force upon passage and signatures hereon Resolution No 3614 May 14 2003 Page 2 DATED this day of ctcrc 2003 CITY OF AUBURN ATTEST ldETIEI B LEWI MAYOR Dahielle E Daskam City Clerk APPROVED AS TO FORM 1 Heid City Attorney Resolution No 3614 May 14 2003 Page 3 EXHIBIT A EMERGENCY WATER SYSTEM INTERTIE AGREEMENT Water District No 111Auburn Intertie Agreement No 1 THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as Auburn and the Water District No 111 hereinafter referred to as the District for the purposes of maintaining and operating emergency system interties between the respective parties WlTNESSETH WHEREAS Auburn and the District executed an interlocal agreement regarding the Duberry Hill Development Project on July 17 2000 and WHEREAS Section Ib of that agreement states that a new interlocal agreement shall be adopted for the operation of the emergency interties established under that agreement and WHEREAS both Auburn and the District have water facilities in the vicinity and WHEREAS the District can increase fire protection and emergency water supply reliability for their customers in the Duberry Hill development and WHEREAS Auburn can increase fire protection and emergency water supply reliability for their customers in the vicinity of the Duberry Hill development when the District connects the development to the District water system and WHEREAS Auburn and the District are willing to provide the necessary services to increase fire fighting and emergency supply reliability upon the terms and conditions set forth herein NOW THEREFORE IT IS MUTUALLY AGREED as follows Interlocal Agreement regarding the Duberry Hill Development Project between the City of Auburn and Water District No 111 dated July 17 2000 and adopted by City of Auburn Resolution No 3237 is hereby superceded by this Agreement The emergency water system interties are to be operated manually as a emergency supply whereby Auburn can supply water to the Duberry Hill development for the District and the District can provide water to the Aubum system once the District connects its system to the Duberry Hill development There are two intertie facilities which are located near the intersection of 124th Avenue SE and SE 300th and the intersection of 127th Place SE and SE 300th at the Water Service Area Boundary between Auburn and the District Page 1 of 4 Exhibit A Resolution No 3614 The emergency water system interties shall be closed during nOrmal operating conditions and will be opened only with prior authorization by Aubum or the District in the event of an emergency For purposes of this agreement an emergency shall be defined as resultingfrom aWater shortage not to exceed seven 7 calendar days a major water line break fire demand contamination to the water supply system mechanical equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other agreed upon emergency within the water supply system The two valves that constitute the emergency water system interties and all piping leading up to the valves from the Auburn distribution system shall be owned and maintained by Auburn All piping leading up to the valves from the District distribution system shall be owned and operated by the District The procedure for operating the intertie in the event of such emergency shall be as follows Auburn or the District shall determine that an emergency of sufficient magnitude has occurred which warrants the need to request that the intertie be activated B Authorized personnel shall provide a verbal request to the system that will be supplying the water Upon agreement that an emergency exists which shall allow for the intertie to be opened the intertie will be activated as soon as reasonably possible Personnel from Auburn and the District shall be present to activate the valves The party requesting emergency water shall provide a written confirmation of the request not less than 24 hours after the verbal requestoron the first day of normal business after the verbal request The intertie shall remain activated until the party requesting emergency water determines that the need for activation of the emergency intertie has ceased and shall request in writing that the intertie be closed In case of emergency or whenever the public health safety or the equitable distribution of water so demands either party may change reduce or limit the time for or temporarily discontinue the supply of water without notice water service may be temporarily Page 2 of 4 interrupted limited for purposes of making repairs extensions or doing other necessary work and shall not be responsible for any damage resulting from interruption change or failure of the water supply and the receiving party shall save and hold harmless the providing party from any loss damages or suits to or by customers of the receiving party resulting from interruption change or failure of water supply provided by this Agreement except damages arising out of the providing partys negligence Prior to a planned interruption or limiting of service the providing party will notify the receiving party of such not less than three days prior to the service disruption The providing party agrees to use best efforts and reasonable diligence to notify the receiving party as soon after it becomes aware of the need for service disruption and further will to the extent practical limit the service disruption to daylight hours To the extent allowed by law the District shall defend indemnify and hold harmless Auburn its elected officials employees and agents from and against any and all suits claims actions losses costs expenses of litigation attorneys fees penalties and damages of whatsoever kind or nature arising out of or in connection with or incident to an act or omission of the District its employees agents and contractors in the performance of the Districts obligations under this Agreement This indemnification provision shall include but is not limited to all claims against Auburn by an employee or former employee of the District or its contractors and as to such claims the District expressly waives all immunity and limitation of liability under Title 51 RCW To the extent allowed by law Auburn shall defend indemnify and hold harmless the District its elected officials employees and agents from and against any and all suits claims actions losses costs expenses of litigation attorneys fees penalties and damages or whatsoever kind or nature arising our of in connection with or incident to an act or omission of Auburn its employees agents and contractors in the performance of Aubums obligations under this Agreement This indemnification obligation shall include but is not limited to all claims against the District by an employee or former employee of Auburn or its contractors and as to such claims Auburn expressly waives all immunity and limitation of liability under Title 51 RCW This Agreement shall remain in force until terminated by either party hereto upon 60days written notice to the other party Page 3 of 4 IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN King County Washington Mayor Date WATER DISTRICT NO 111 King County Washington City AttOrney Da By Approved as to form General Counsel Date HWQWATERUTILITYINTERTIESWD111DUBERRYEIA 051403DOC Page 4 of 4 RESOLUTION NO 3 6 3 7 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON SUPERCEDING RESOLUTION NO 3543 AND AUTHORIZING THE MAYOR TO EXECUTE A TURNOUT CONSTRUCTION AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF TACOMA WATER DIVISION WHEREAS Auburn and Tacoma are responsible for operating and maintaining public water systems in accordance with federal state and local laws and regulations and WHEREAS the parties recognize that water resources are finite and vulnerable and the prudent use and management of these resources requires cooperation among water utilities and WHEREAS Auburn and Tacoma entered into a Turnout Construction Agreement authorized by City of Auburn Resolution No 3543 dated November 18 2002 for the construction of one turnout and WHEREAS Auburn and Tacoma have determined that it would be beneficial to construct two additional turnouts and WHEREAS Auburn has water facilities in the vicinity of the Tacoma Second Supply Project pipeline and Auburn will have an agreement with one or more SSP Partner to purchase water that will be delivered via the SSP and Resolution No 3637 August 28 2003 Page 1 pursuant to this agreement construction of the turnout to the SSP is set forth which turnout will be used for delivering and metering the purchased water and WHEREAS this agreement will supercede the Turnout Construction Agreement authorized by City of Auburn Resolution No 3543 dated November 18 2002 NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 This resolution shall supercede Resolution No 3543 and authorizes the Mayor to execute the Turnout Construction Agreement between the City and the City of Tacoma Water Division in substantial conformity with the agreement attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signatures hereon Resolution No 3637 August 28 2003 Page 2 Dated and Signed this ATTEST day offS003 CITY OF AUBURN PETER B LEWIS MAYOR Daielle E Daskam City Clerk APPROVED AS TO FORM City Attorney Resolution No 3637 August 28 2003 Page 3 TURNOUT CONSTRUCTIONAGREEMENT BETWEEN TACOMA WATER AND CITY OF AUBURN This agreement made and entered into this q day of c 2003 by and between the City ofAuburn hereinafter referred to as Auburn and City ofTacoma Water Division dba Tacoma Water and hereinafter referred to as Tacoma WITNESSETH THAT A RECITALS WHEREAS Auburn and Tacoma are responsible for operating and maintaining public water systems in accordance with federal state and local laws and regulations and WHEREAS the parties recognize that water resources are finite and vulnerable and the prudent use and management ofthese resources requires cooperation among water utilities and WHEREAS Auburn and Tacoma have previously entered into a Turnout Construction Agreement authorized by City ofAuburn Resolution No 3543 dated November 18 2002 for the construction ofone turnout and WHEREAS Auburn and Tacoma have determined that it would be beneficial to construct two additional turnouts and WHEREAS Auburn has water facilities in the vicinity ofthe Tacoma Second Supply Project SSP pipeline and Auburn will have an agreement with one or more SSP Partner to purchase water that will be delivered via the SSP and pursuant to this agreement construction ofthe turnout to the SSP is set forth which turnout will be used for delivering and metering the purchased water NOW THEREFORE IT IS MUTUALLY AGREED as follows Bo The Turnout Construction Agreement between Tacoma Water and City ofAuburn dated November 8 2002 and adopted by City ofAuburn Resolution 3543 dated November 18 2002 is hereby superceded by this Agreement C DEFINITIONS The definition ofcertain terms when used in this agreement are as follows TURNOUT means a physical connection between water mains ofthe two parties to this agreement at specifically identified points where water may be transferred Exhibit 1 Auburn Resolution No 7 1 from the supplies ofone system to the transmission or distribution facilities ofthe other ISOLATION VALVE means a positive shutoffvalve that shall be installed immediately downstream ofthe water meter vault at the point in each water system that is used to accept or deliver water through the turnout The isolation valve is defined as part ofthe system connected to the turnout and not part ofthe turnout Each connected system has sole responsibility for providing and operating their isolation valve TURNOUT CAPACITY means the maximum flow capacity for water to be delivered through a turnout as agreed upon by the parties to this agreement Turnout facilities shall be designed so as to be capable ofconveying no less than the maximum agreed upon flow SSP means the Second Supply Project to bring water to the SSP Partners SSP ISOLATION VALVE means a positive shutoffvalve that shall be installed at the point in each water system that is used to accept or deliver water through the turnout The SSP isolation valve is defined as part ofthe system connected to the turnout upstream ofthe meter vault Each connected system has sole responsibility for providing the SSP isolation valve Tacoma will be responsible for operating the SSP isolation valve SSP PARTNERS refers to the City ofKent Tacoma Water Covington Water District and Lakehaven Utility District PURCHASE OF WATER FOR THIS TURNOUT The purchase ofwater to be delivered via this subject turnout shall be by a separate agreement with one or more ofthe SSP Partners and Auburn This Turnout Construction Agreement does not guarantee any rights to use or purchase water from any ofthe SSP Partners Tacoma will only allow Auburn its successors and assigns to obtain water via the subject turnout after the applicable SSP partner has advised Tacoma in writing that an acceptable agreement for water purchase has been executed In delivering water via the subject tumouts Tacoma will be relying on directions andor confirmation from the SSP partner as to the timing and quantities ofwater deliveries and all other aspects ofproviding water via the subject turnouts In the event ofa disagreement between Auburn and the applicable SSP Partner pertaining to entitlement to continued water delivery via the subject turnouts Tacoma is entitled to rely on the written directions or instructions ofthe SSP partner Therefore Auburn agrees that it shall not file any claim or legal action against Tacoma when Tacomas actions are consistent with the written directions or instructions from the applicable SSP partner from which Auburn has contractual arrangements to purchase water Exhibit 1 2 Auburn Resolution No E CONDITIONS The TURNOUTS described in Exhibits A Bl B2 and B3 attached to this agreement shall be governed by the terms of this agreement No future TURNOUTS shall be permissible without a subsequent and separate written agreement between the parties The cost ofdesign and construction ofthe TURNOUTS and installation of the meters shall be the responsibility ofAuburn and the design and construction shall be subject to Tacomas review inspection and approval oBy this agreement Auburn agrees that the ownership ofthe SSP ISOLATION VALVES directly off ofthe SSP Project piping from the SSP ISOLATION VALVES to the meters or spools the meters or spools meter vaults pipe stubs out from the vaults and telemetry shall be with Tacoma see Exhibit A for more information with all capital costs to be paid by Auburn Maintenance and operation ofthe SSP ISOLATION VALVES piping and meters will be performed solely by Tacoma and Aubum will be invoiced for such costs and shall reimburse Tacoma Meter vault maintenance costs and any cost for maintaining any equipment such as pumps buildings and other appurtenances downstream ofthe meter shall also be the responsibility ofAuburn In addition in the event any ofthe facilities require replacement or upgrading this cost is Auburns responsibility In the event that access or other permits are necessary for Tacoma to operate and maintain the subject facilities Auburn shall provide the necessary permits which shall also become an exhibit to this agreement See Exhibit A for a plan showing the facilities and the responsibility of the parties Upon completion ofthe construction ofthe Tumouts Tacoma will own the meters and associated appurtenances necessary to monitor use ofthe turnouts Se Auburn shall comply with all applicable laws and requirements including City ofTacoma ordinancesresolutions and Customer Service Policies andor other rules applicable to aconnection to Tacomas water system including but not limited to the requirements that Tacoma provide written approval ofplans and specifications for the connection ofturnout facilities prior to construction oAuburn agrees that it shall make payment ofall invoices for services and charges from Tacoma within 45 days ofthe invoice date Late payment shall result in a late payment charge of 1 on the unpaid balance and failure to pay any invoice or bill related to this agreement within 60 days ofmailing may result in Tacomas termination ofwater service at the turnout Exhibit 1 Auburn Resolution No 3 Notices should be sent to Auburn and to Tacoma at the following addresses Water Superintendent Tacoma Water P O Box 11007 Tacoma WA 98411 o10 11 Public Works Director City ofAuburn 25 West Main Auburn WA 980014998 Neither this Agreement nor any right or privilege herein shall be assigned by any party without the written consent ofthe other parties Uncontrollable forces or state or federal law changes may occur during the time this Agreement is in place Neither ofthe parties hereto shall be considered to be in default in respect to any obligations hereunder if prevented from fulfilling such obligations by reason or uncontrollable forces or material changes in state or federal law or enforcement thereof Parties rendered unable to fulfill any obligation hereunder by reason ofan uncontrollable force ormaterial change in state or federal law shall exercise due diligence to deal with such uncontrollable force with all reasonable dispatch and to take actions consistent with the purpose ofthis agreement This Agreement describes the entire relationship ofthe parties with regard to the subject matter herein concerned Except as maybe explicitly provided otherwise herein the parties are independent agencies and shall not be deemed to be partners joint ventures principals or agents or each other for any purpose whatsoever Each party shall have and maintain sole and complete control over all ofits employees agents and operations Except as may otherwise be explicitly provided herein or in separate agreement each and all ofthe obligations responsibilities and liabilities ofthe parties under and in connection with this Agreement are several and not joint and no separate legal or administrative entity will be created to fulfill the purposes ofthis Agreement Except as expressly set forth in this Agreement none ofthe provisions of this Agreement shall inure to the benefit or be enforceable by any third party Exhibit 1 Auburn Resolution No 4 12 The invalidity or unenforceability of any provision ofthis Agreement shall not affect the other provisions hereof and this Agreement shall be construed in all respects as if such invalid or unenforceable provisions were omitted 13 No change amendment or modification or any provision ofthis Agreement shall be valid unless set forth in a written amendment to this Agreement signed by all parties 14 The SSP Partners must approve this Agreement IN WITNESS WHEREOF the following parties have duly executed this agreement on the date written above City of Tacoma Department of Public Utilities Water Division legality City ofAuburn Title fi Approved by the SSP Project Partners at their Project Committee meeting held on September 12 2003 Exhibit 1 5 Auburn Resolution No EXItIBIT A TURNOUT DESCRIPTION Co TURNOUT 1 A tumout between a 60 diameter water line owned by Tacoma and a 16 diameter water line containing Auburn water The turnout is located at the intersection of 132nd Avenue SE and SE 296th Street extended The turnout consists of 12 diameter piping with 12 diameter valves to control flow A 6 inch diameter water meter will be used to measure the volume ofwater transferred between the two systems The meter will be contained in a concrete vault buffed in the Second Supply Pipeline rightofway Second Supply Pipeline construction drawings 151962and 151969are attached and show the detail for the turnout vault construction The turnout is designed to be capable ofconveying at least 3000 gallons per minute from Tacoma owned facilities to Auburn with approximately 125foot differential in hydrostatic pressure under normal operating conditions TURNOUT 2 A 12inchturnout connection located on the east side ofB Street NW and approximately 32nd Street NW between Tacomas 60diameter Second Supply Pipeline and Auburns 16 diameter water line in B Street An 8inch diameter water meter will be used to measure the volume ofwater transferred between the two systems Second Supply Pipeline construction drawings 1525 29 and 152162are attached and show the details for the turnout vault construction The turnout is designed to be capable of conveying at least 8300 gallons per minute from Tacoma owned facilities to Auburn with approximately 405foot differential in hydrostatic pressure under normal operating conditions TURNOUT 3 A 12inchturnout connection located at approximately K Street NE and approximately 32na Street NE between Tacomas 60 diameter Second Supply Pipeline and Auburns adjacent water line An 8inchdiameter water meter will be used to measure the volume ofwater transferred between the two systems Second Supply Pipeline construction drawings 152529and 152166 are attached and show the details for the turnout vault construction The turnout is designed to be capable ofconveying at least 8300 gallons per minute from Tacoma owned facilities to Auburn with approximately 405foot differential in hydrostatic pressure under normal operating conditions Exhibit 1 6 Auburn Resolution No 3AV pu l IIm m m lm mm m m m m mm m m m II i m m m m m OOT Exhibit B1 General Vicinity Map ofTumout 1 Facilities SSP construction drawing 151923 Exhibit 1 Auburn Resolution No 7 III Exhibit B2 General Vicinity Map ofTurnout 2 Facilities SSP construction drawing 152162 Exhibit 1 Auburn Resolution No 8 o III I II I III Exhibit B3 General Vicinity Map ofTurnout 3 Facilities SSP construction drawing 152166 Exhibit 1 Auburn Resolution No 9 o g g o RECORDER S COVER SHEET Document Title s or transactions contained therein t d c Interlocal Agreement RES 3644 I I I I ngel1t Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 11111111111 III I20060210002263 PACIFIC NU TIT INTERLOCA 91 00 PAGE001 OF 060021020061546KINGCOUNTYUA Reference Number s of Documents assigned or released DAdditional reference s on page of document Grantor s Borrower s Last name first then first name and initials Auburn City of Grantee Assignee Beneficiary Last name first 1 Pacific City of Legal Description abbreviated ie lot block plat or section township ra PER RCW 39 34 o Additional legal is on page of document Assessor s Property Tax Parcel Account Number N A o Assessor Tax not yet assigned Said document s wereftIed for record by Pacific Northwest Tltte as aocommodation only IthM not been examined as to properexlCllllUl as to its affect upon title RESOLUTION NO 3 644 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON RELATING TO THE ANNEXATION OF A PORTION OF PROPERTY TO THE CITY OF AUBURN SIMULTANEOUSLY TO ITS DEANNEXATION FROM THE CITY OF PACIFIC PURSUANT TO RCW 35102172 WHEREAS the City Council of the City ofAuburn adopted Resolution No 3617 on May 19 2003 and Resolution No 3619 on June 16 2003 notifying the King County Boundary Review Board of the Citys intent to annex property to the City of Auburn simultaneous to its deannexation from the City of Pacific and WHEREAS the City Council ofthe City of Pacific has concurred with the annexation and deannexation through its Resolution No 527 on May 272003 and Resolution No 530 on June 9 2003 and WHEREAS the King County Boundary Review Board has consented to and approved the annexation and deannexation and WHEREAS in connection with such annexationdeannexation the cities of Auburn and Pacific have committed to coordinate and cooperate with respect to any planning transportation utility or development issues that affect the cities and WHEREAS the annexationdeannexation will result in a change in the water service areas of the cities and WHEREAS Pacific desires to be granted the right to a future franchise for ingress egress and utilities in the vicinity of the KingPierce County line on East Valley Highway in order to access the parcels to the west of the Burlington Northern Santa Fe rightofway and Resolution 3644 October 6 2003 Page 10f 4 WHEREAS Auburn desires to be granted a franchise for its existing facilities in A Street SE remaining in Pacific after the annexationdeannexation and WHEREAS the cities wish to amend the existing emergency intertie agreements and relocate the emergency intertie facility serving Pacific on Lakeland Hills Way and WHEREAS the cities have mutual interests in the development Vista Heights that currently straddles the existing cities boundaries and will be completely contained within Auburn when the annexationdeannexation is finalized and WHEREAS Auburn desires to treat and retain public storm water in public facilities and WHEREAS Auburn and Pacific have agreed that Pacific will by bill of sale transfer their interest in the public facilities within the annexationdeannexation area to Auburn and WHEREAS Auburn and Pacific have agreed that Auburn will provide operation and maintenance services for the portion of A Street SE remaining in Pacific and WHEREAS the requirements ofthe State Environmental Policy Act and applicable Environmental Procedures have been complied with and WHEREAS a Public Hearing was held on October 6 2003 for which notice was provided pursuant to the requirements of RCW 35102172 and at which hearing all persons wishing to speak to the annexation and deannexation were heard and WHEREAS the City Council of the City of Auburn passed its Resolution No 3643 on October 6 2003 finalizing the annexation of a portion of property to the City of Auburn and simultaneous to its deannexationfrom the City of Pacific Resolution 3644 October 6 2003 Page 20f 4 NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor is hereby authorized to execute agreements in substantial conformity with the following agreements attached hereto and incorporated herein by this reference The Water Service Area Adjustment Agreement marks as Exhibit A The Emergency Water System Intertie Agreement marked as Exhibit B The Auburn Franchise Agreement With the City of Pacific marked as Exhibit C The Pacific Franchise Agreement with the City of Auburn marked as Exhibit 0 The Vista Heights Development Agreement marked as Exhibit E The Bill of Sale for infrastructure being transferred from Pacific to Auburn marked as Exhibit F and An interlocal agreement for maintenance and operation services on a portion of A Street SE attached as Exhibit G Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation including transmitting a copy of this Resolution to the City Clerk of Pacific Section 3 This Resolution shall shall take effect and be in full force upon passage and signatures hereon Resolution 3644 October 6 2003 Page 30f 4 DATED and SIGNED this Laay OfCCQ 2003 CITY OF AUBURN PETER B LEWIS MAYOR ATTEST l Danielle E Daskam City Clerk APPROVED AS TO FORM Resolution 3644 October 6 2003 Page 40f 4 EXHIBIT A WATER SERVICE AREA AGREEMENT This Agreement made and entered into by and between the City of Pacific a Washington municipal corporation Pacific and the City of Auburn a Washington municipal corporation Auburn Whereas Pacific is engaged in the business of providing water service to the public located in certain areas of King County in the State of Washington Auburn is engaged in the business of providing water service to the public located in certain areas of King and Pierce Counties in the State of Washington and Whereas the parties desire to enter into a formal service area agreement to revise the boundary between their contiguous service areas in King county in order to avoid any duplication or overlap of water service and to provide the most efficient service to their respective customers and Whereas Auburn and Pacific have by resolution annexeddeannexed an area legally described in Attachment 1 attached hereto and shown on the map Attachment 2 attached hereto The Cities have agreed to work together cooperatively to facilitate a practical efficient boundary between the two systems Pacific and Auburn therefore agree as follows 1 This Agreement is entered into pursuant to the South King County Coordinated Water System Plan which Plan and Appendices are incorporated herein by this reference 2 The contiguous water service boundary between Pacific and Auburn is agreed upon by both parties as shown on the attached map Attachment 2 and as legally described in Attachment 3 which by this reference are incorporated herein 3 Pacific and Auburn may by mutual written amendmentsto this Agreement make such adjustments to the service boundary as they may mutually agree upon from time to time so that water service to new service locations in close proximity to the service boundary may be provided in an efficient effective and economical manner Any such adjustments shall be documented by modifying the attached maps which when so modified and agreed to by the parties shall constitute amendments to this Agreement Minor adjustments consisting of ten acres or less may be authorized by the Public Works Director of the City of Auburn and the Community Development Director of the City of Pacific 4 Except as specifically set forth herein this Agreement shall not modify the Resolutions regarding the AnnexationDeannexationprocess referenced above Exhibit A Resolution No 3644 Page 1 of 2 5 Auburn will work with Pacific to assist in the negotiations with a Tacoma Second Supply Project Partner SSP Partner for future water supply for Pacific The rate for water sold to Pacific from a SSP Partner shall be the rate charged Auburn for the water plus a wheeling charge to be established using cost of service principles 6 Pacific will pay Auburn its costs associated with increasing the capacity of the Auburn Tacoma Second Supply Pipeline connectionsto allow the wheeling of up to one 1 million gallon per day peak day demand and up to one half million gallon per day average day demand through Auburn to Pacific 7 Water available to the Pacific pursuant to this Agreement shall be in compliance with all applicable state and federal drinking water laws regulations and standards 8 If Pacific requires additional or different treatment facilities in order for the wheeled water to comply with their water quality goals or standards then Pacific will install such treatment facilities on the Pacific side of the intertie meters at their expense If Auburn and Pacific determine that treatment is required to meet the mutual water quality goals and standards then the treatment facilities will be installed as near the point of connection to the Tacoma pipeline as practical The treatment facility costs will be shared based upon the capacity required by each city IN WITNESS WHEREOF the parties have executed this Agreement effective as of the date last written below CITY OF AUBURN King erePETERBLEWISMAYOR OCT 202003 Date ATTEST Q Ølok Danielle E Daskam CMC City Clerk Exhibit A Resolution No 3644 Page 2 of 2 CITY OF PACIFIC King County Washington azulL˘Cn HOWARD ERICKSON MAYOR Date icLY1 C APPROVED AS TPlrft1 Albert A Abuan City Attorney ATTACHMENT 1 ANNEXATION LEGAL DESCRIPTION AREA IN VICINITY OF A STREET SOUTHEAST EAST VALLEY HIGHWAY AND LAKELAND HILLS WAY SOUTHEAST THAT PORTION OF GOVERNMENT LOTS 3 AND 4 IN THE SOUTHWEST QUARTER OF SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST W M AND THE EAST HALF OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3 IN SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM SAID CORNER ALSO BEING AN ANGLE POINT IN THE WEST BOUNDARY OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE NORTHWEST CORNER OF THE LANDS DESCRIBED IN CITY OF PACIFIC ANNEXATION ORDINANCE NUMBER 319 THENCE EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 A DISTANCE OF 1280 FEET MORE OR LESS TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3 THENCE SOUTH ALONG THE EAST LINE OF SAID GOVERNMENT LOTS 3 AND 4 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 TO THE SOUTHEAST CORNER OF SAID CITY OF PACIFIC ORDINANCE 319 AND TO A LINE PARALLEL WITH AND 825 FEET NORTHERLY OF THE SOUTH LINE OF SAID GOVERNMENT LOT 4 THENCE WEST ALONG THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 AND ALONG SAID PARALLEL LINE A DISTANCE OF 1300 FEET MORE OR LESS TO THE WEST LINE OF SAID SECTION 31 THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 31 AND THE BOUNDARY COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 TO THE SOUTHWEST CORNER OF SAID SECTION 31 THENCE WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST AND ALONG THE SOUTH LINE OF THE LANDS ANNEXED TO THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 A DISTANCE OF 70 FEET MORE OR LESS TO THE EAST LINE OF THE BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY100 FEET IN WIDTH THENCE NORTH ALONG SAID EAST LINE OF THE BNSF RAILROAD RIGHTOFWAYTO A LINE PARALLEL WITH AND 100 FEET NORTHERLY OF SAID SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36 THENCE WEST ALONG LAST SAID PARALLEL LINE 100 FEET TO THE WEST LINE OF SAID BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY THENCE NORTH ALONG SAID WEST LINE OF THE BNSF RAILROAD RIGHTOFWAYA DISTANCE OF 3280 FEET MORE OR LESS TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF SAID RAILROAD RIGHTOFWAY FROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE EASTERLY ALONG LAST SAID PARALLEL LINE A DISTANCE OF 175 FEET MORE OR LESS TO THE EAST RIGHTOFWAY LINE OF EAST VALLEY HIGHWAY A STREET SE THENCE SOUTHERLY ALONG SAID EAST RIGHTOFWAYLINE A DISTANCE OF 150 FEET MORE OR LESS TO THE NORTH BANK OF THE WHITE RIVER STUCK RIVER THENCE NORTHEASTERLY ALONG SAID NORTH BANK OF THE WHITE RIVER A DISTANCE OF 200 FEET MORE OR LESS TO THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF Exhibit A Attachment 1 Resolution No 3644 1 of 2 AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM THENCE SOUTH ALONG SAID LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 A DISTANCE OF 700 FEET MORE OR LESS TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Exhibit A Attachment 1 Resolution No 3644 2of2 rr rWATER SERVICE AREA BOUNDARY LINE 250 500 IATTACHMENT 2 Plotted JAN 2003 EXHIBIT AATTACHMENT 2 RESOLUTION No 3644 PAGE 1 Of 1SCALE1500 ATTACHMENT 3 WATER SERVICE AGREEMENT LINE BOUNDARY AFTER ANNEXATION IN THE E 12 OF SEC 36 TWP 21 N R 4E AND W 12OF SEC 31 TWP 21 N R 5E WM COMMENCING AT THE SOUTHEAST CORNER OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM SAID CORNER ALSO BEING THE SOUTHWEST CORNER OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE SOUTHEAST CORNER OF THE LANDS ANNEXED TO THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 THENCE WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36 AND ALONG SAID SOUTH LINE OF THE LANDS ANNEXED TO THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 A DISTANCE OF 70 FEET MORE OR LESS TO THE EAST LINE OF THE BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY100 FEET IN WIDTH AND THE TRUE POINT OF BEGINNING OF THIS WATER SERVICE AGREEMENT LINE THENCE NORTH ALONG SAID EAST LINE OF THE BNSF RAILROAD RIGHTOFWAYTO A LINE PARALLEL WITH AND 100 FEET NORTHERLY OF SAID SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36 THENCE WEST ALONG SAID PARALLEL LINE 100 FEET TO THE WEST LINE OF SAID BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY THENCE NORTH ALONG SAID WEST LINE OF THE BNSF RAILROAD RIGHTOFWAYA DISTANCE OF 3280 FEET MORE OR LESS TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF SAID RAILROAD RIGHTOFWAYFROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE EASTERLY ALONG LAST SAID PARALLEL LINE A DISTANCE OF 175 FEET MORE OR LESS TO THE EAST RIGHTOFWAY LINE OF EAST VALLEY HIGHWAY A STREET SE THENCE SOUTHERLY ALONG SAID EAST RIGHTOFWAYLINE A DISTANCE OF 150 FEET MORE OR LESS TO THE NORTH BANK OF THE WHITE RIVER STUCK RIVER THENCE NORTHEASTERLY ALONG SAID NORTH BANK OF THE WHITE RIVER A DISTANCE OF 200 FEET MORE OR LESS TO THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 36 THENCE NORTH ALONG THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 36 A DISTANCE OF 258 FEET MORE OR LESS TO THE NORTHWEST CORNER OF THE LANDS CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NUMBER 8009050525 RECORDS OF SAID COUNTY THENCE EAST 50 FEET ALONG THE NORTH LINE OF SAID LANDS TO THE NORTHEAST CORNER THEREOF THENCE NORTH 34682 FEET TO A POINT 50 FEET EAST OF THE SOUTHWEST CORNER OF TRACT B OF CITY OF AUBURN LOT LINE ADJUSTMENT LLA587RECORDED UNDER RECORDING NUMBER 8704220781 RECORDS OF KING COUNTY THENCE WEST ALONG THE SOUTH LINE OF SAID TRACT B TO THE SOUTHWEST CORNER OF SAID TRACT B AND THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 36 THENCE NORTH ALONG THE WEST LINE OF SAID TRACT B THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 36 A DISTANCE OF 5422 FEET MORE OR LESS TO SAID EAST RIGHTOFWAYLINE OF EAST VALLEY HIGHWAY A STREET SE THENCE SOUTHWESTERLY ALONG SAID EAST RIGHTOFWAYLINE TO THE SOUTHEAST CORNER OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 1171 Exhibit A Attachment 3 Resolution 3644 Page 1 of 2 THENCE WEST ALONG SAID SOUTH LINE TO THE SOUTHWEST CORNER OF THE LANDS DESCRIBED IN SAID CITY OF AUBURN ORDINANCE NUMBER 1171 THENCE NORTHERLY ALONG THE WEST LINE OF THE LANDS DESCRIBED IN SAID CITY OF AUBURN ORDINANCE NUMBER 1171 TO THE NORTH LINE OF SAID SECTION 36 AND THE TERMINUS OF THIS WATER SERVICE AGREEMENT LINE SITUATE IN KING COUNTY WASHINGTON Exhibit A Attachment 3 Resolution 3644 Page 2 of 2 EXHIBIT B EMERGENCY WATER SYSTEM INTERTIE AGREEMENT PacificAuburn Intertie Agreement No3 THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as Auburn and the City of Pacific hereinafter referred to as Pacific for the purposes of planning designing constructing maintaining and operating an emergency system intertie between the respective parties WITNESSETH WHEREAS both Cities have water facilities in the vicinity and WHEREAS both Cities can increase fire protection and emergency water supply reliability for their customers and WHEREAS the Cities are willing to provide the necessary services to increase fire fighting and emergency supply reliability upon the terms and conditions set forth herein NOW THEREFORE IT IS MUTUALLY AGREED as follows 1 The Cities hereby concurrently terminate with the execution of this Agreement the Water Sales Agreement Between City of Auburn and City of Pacific dated November 4 1991 and the Water Service Agreement dated July 271984 2 The fourinch 4 water service connection on Ellingson Road near Pacificswell field will continue to function as an emergency water supply under the terms and conditions of this agreement and the supply of emergency water through this facility will be oneway from Auburn to Pacific 3 The new emergency water system intertie will be designed to be operated manually as a two way emergency supply between the Auburn and Pacific Systems The facility shall be located on East Valley Highway in the vicinity of the Water Service Area Boundaries between the two cities Final location and configuration of the facilities shall be determined at the time of final design 4 The emergency water system interties shall be operated only in the event of an emergency For purposes of this agreement an emergency shall be defined as resulting from a water shortage a major water line break fire demand contamination to the water supply system mechanical Exhibit B Resolution No 3644 Page 1 of 5 equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other agreed upon emergency within the water supply system 5 Auburn will design and administer the contract for the construction of the new metering station The facility will be designed and constructed in accordance with reasonably accepted water utility standards for similar municipal water utilities Construction of the metering station will occur in the future at a mutually agreed upon time Auburn will own and maintain the piping interior equipment emergency meter and interior appurtenances and all piping up to the Pacific side of the vault for the metering station 6 Upon completion of construction Auburn will transfer ownership of all exterior appurtenances and all piping that is located on the Pacific side of the vault to Pacific Pacific will own and maintain the exterior appurtenances and all piping on Pacificsside of the vault 7 Each City will have unlimited access to the vault via a dual padlock or ownership of keys to the vault 8 Each City will operate the respective normally locked valve inside of the vault Auburn will solely unlock and operate the locked valve on Auburns side of the meter and Pacific will solely unlock and operate the locked valve on Pacificsside of the meter 9 The procedure for operating the interties in the event of such emergency shall be as follows A Each City shall determine that an emergency of sufficient magnitude has occurred which warrants the need to request that the one or both interties be activated B Upon agreement that an emergency exists the authorized representative of each City shall allow for one or both of the interties to be opened The intertie s will be activated as soon as reasonably possible Both Cities personnel shall be present at the vaultsto open the valves to activate the facility C The City requesting the activation shall provide a written confirmation of the request not less than 24 hours after the verbal request or on the first day of normal business after the verbal request Exhibit B Resolution No 3644 Page 2 of 5 D The intertiesshall remain activated until the City requesting activation determines that the need for activation of the emergency interties has ceased and shall request in writing to close the intertie E In case of emergency or whenever the public health safety or the equitable distribution of water so demands the City supplying the water may change reduce or limit the time for or temporarily discontinue the supply of water without notice water service may be temporarily interrupted limited for purposes of making repairs extensions or doing other necessary work and the City supplying the water shall not be responsible for any damage resulting from interruption change or failure of the water supply and the City receiving the water City requesting activation shall save and hold harmless the City supplying the water from any loss damages or suites to or by customers of the City receiving the water resulting from interruption change or failure of water supply provided by this Agreement except damages arising out of the City supplying the watersnegligence Prior to a planned interruption or limiting of service the City supplying the water will notify the City receiving the water of such not less than three days prior to the service disruption The City supplying the water agrees to use best efforts and reasonable diligence to notify the City receiving the water as soon after it becomes aware of the need for service disruption and further will to the extent practical limit the service disruption to daylight hours 10 Auburn shall read the metersupon activation and upon deactivation of the interties The City supplying the water shall verify the information and shall then calculate and invoice the other City for the water used during the request The total water used during the event shall be used to calculate the invoice The rate for water consumed through the emergency interties shall be at the Auburn Wholesale Rate to Algona in effect at the time the water is used This shall be complete payment for the water labor and administration of activating the interties 11 The total project costs for the construction of the new intertie shall include costs for consulting design service and construction Auburn shall bear the project costs in exchange for facilities transferred to Auburn as a part of the Lakeland Hills area annexationdeannexation Each City is responsible for associated staff administration and legal costs associated with this implementation of the agreement 12 To the extent allowed by law the City of Pacific shall defend indemnify and hold harmless the City of Auburn its elected officials employees and agents from and against any and all suits claims actions losses costs Exhibit B Resolution No 3644 Page 3 of 5 expensØs of litigation attorneysfees penalties and damages of whatsoever kind or nature arising out of or in connection with or incident to an act or omission of the City of Pacific its employees agents and contractors in the performance of the City of Pacificsobligations under the Agreement and this Amendment This indemnification provision shall include but is not limited to all claims against the City of Auburn by an employee or former employee of the City of Pacific or its contractors and as to such claims the City of Pacific expressly waives all immunity and limitation of liability under Title 51 RCW To the extent allowed by law the City of Auburn shall defend indemnify and hold harmless the City of Pacific its elected officials employees and agents from and against any and all suits claims actions losses costs expenses of litigation attorneysfees penalties and damages or whatsoever kind or nature arising our of in connection with or incident to an act or omission of the City of Auburn its employees agents and contractors in the performance of the City of Auburnsobligations under this Agreement This indemnification obligation shall include but is not limited to all claims against the City of Pacific by an employee or former employee of the City of Auburn or its contractors and as to such claims the City of Auburn expressly waives all immunity and limitation of liability under Title 51 RCW 13 This Agreement shall remain in force until terminated by either party hereto upon 60days written notice to the other party Any project costs incurred up to the date of such notice as described herein shall be shared in accordance with the provisions of this Agreement 14 Water available to the Pacific pursuant to this Agreement shall be in compliance with all applicable state and federal drinking water laws regulations and standards 15 If Pacific requires additional or different treatment facilities in order for the water received under this agreement to comply with their water quality goals or standards then Pacific will install such treatment facilities on the Pacific side of the intertie meters at their expense 16 If Auburn requires additional or different treatment facilities in order for the water received under this agreement to comply with their water quality goals or standards then Auburn will install such treatment facilities on the Auburn side of the intertie meters at their expense Exhibit B Resolution No 3644 Page 4 of 5 IN WITNESS WHEREOF the parties have executed this Agreement effective as of the date last written below CITY OF AUBURN King County Washin ton r S MAYOR OCT I —2003 Date ATTEST Ll11JdvJ Danielle E Daskam CMC City Clerk Exhibit B Resolution No 3644 Page 5 of 5 CITY OF PACIFIC King County Washington U1CZ16g HOWARD ERICKSON MAYOR tJ 1DateeIo01JZCI ATTESTj APPROVED AS TO FORM dice JU Albert A Auan City Attorney EXHIBIT C CITY OF AUBURN WASHINGTON FRANCHISE AGREEMENT WITH THE CITY OF PACIFIC WHEREAS the City of Auburn Auburn and the City of Pacific Pacific have agreed to the annexationdeannexation a portion of property described in Attachment 1 relating to among other things East Valley Highway EVH from the north end of the White River bridge to the KingPierce County line in which Auburn recognizes and agrees to Pacificsright to access a portion of EVH near the KingPierce County line for ingress egress and utilities and WHEREAS Auburn and Pacific have entered into a Water Service Area Agreement which revised the boundary between their respective water service areas and WHEREAS the City of Auburn and Pacific have entered into an Emergency Water System Intertie Agreement and WHEREAS according to said Emergency Water System Intertie Agreement Auburn guaranteed Pacific the right to wheel water through Auburnswater system for an associated wheeling charge and WHEREAS in order to maintain control over the use of Auburn rightofways by Pacific within Auburn it is appropriate to enter into franchise agreements with Pacific and WHEREAS Pacific has negotiated this franchise agreement with Auburn acceptable to both parties and WHEREAS Auburn has determined that it is in the best interests of the public to grant Pacific a franchise on the terms and conditions set forth in this Agreement NOW THEREFORE THE CITY OF AUBURN AND THE CITY OF PACIFIC AGREE AS FOLLOWS SECTION 1 DEFINITION Where used in this franchise Franchise the following definitions shall apply 11 Franchisee means the City of Pacific a Washington municipal corporation and its respective successors and assigns 12 City means the City of Auburn a Washington municipal corporation Exhibit C Resolution No 3644 Page 1 of 11 13 Franchise Area means that portion of East Valley Highway where Pacific will own operate and maintain utilities as described with Attachment 2 attached hereto which is by this reference incorporated as if fully set forth herein provided that the Franchise Area shall not include or convey any right to Franchisee to install facilities on or to otherwise use City owned or leased properties outside the Franchise Area 14 Facilities means the Franchiseesutility system lines mains appurtenances and all other necessary or convenient facilities for the purpose of providing water service 15 Agreement means this Agreement setting forth the terms and conditions of the franchise granted to the Franchisee SECTION 2 FRANCHISE GRANT Subject to the terms and conditions set forth in this Agreement the City grants to the Franchisee the right to construct and install water pipelines and appurtenances and to excavate trenches in City roads for the purposes of constructing installing operating maintaining removing and replacing mains and pipes and making connections between the same to the dwellings and other buildings of the consumers In exercising the foregoing rights the Franchisee shall be governed by and conform to the general rules adopted by the Public Works Department of the City of Auburn and the Franchisee at no expense to the City shall complete all work and shall replace and restore the City roads to the condition of the City roads existing immediately prior to such disturbance PROVIDED HOWEVER that no such work shall be done prior to the obtaining of a permit therefor issued by the Citys Public Works Director hereinafter Director which permit shall set forth conditions pertaining to the work to be done and specifications for the restoration of the roads to the same condition as they were prior to such work If the Franchisee does not repair the City roads to the satisfaction of the Director the City may at its sole discretion repair such City roads or cause them to be repaired and the Franchisee hereby agrees to reimburse the City for the cost of such work including overhead costs SECTION 3 FRANCHISE TERM This Franchise is and shall remain in full force and effect from the effective date of this Agreement forward for a period not to exceed twentyfive 25 years from the effective date of this Agreement provided that this Franchise shall not take effect and the Franchisee shall have no rights under this Franchise unless the Franchisee files a written acceptance of this Franchise with the City pursuant to Section 4 of this Agreement SECTION 4 ACCEPTANCES BY GRANTEE OF TERMS AND CONDITIONS The full acceptance of this Franchise and all of its terms and conditions shall be filed with the City Clerk within fortyfive 45 days from the date of this Agreement by the Franchisee Full acceptance of this Franchise is a condition precedent to its taking effect and unless this Franchise is accepted within the time specified this grant will be null and void and have no force or effect Exhibit C Resolution No 3644 Page 2 of 11 SECTION 5 NONEXCLUSIVEFRANCHISE This Franchise is not exclusive It does not prohibit the City from granting franchises for other public or private utilities in over along across and under any City property including the Franchise Area This Franchise does not prevent or prohibit the City from constructing altering maintaining or using any of the Franchise Area The City retains full power to make all changes relocations repair maintenance or other work to or in the Franchise Area as the City deems fit SECTION 6 JURISDICTIONS This Franchise is intended to convey limited rights and interest only as to those roads and rightsofway in which the City has an actual interest It is not a warranty of title or of interest in City road rightsofway None of the rights granted to the Franchisee shall affect the jurisdiction of the City over City road rightsofway or the Citys power to perform work upon its roadways rightsofway or appurtenant drainage facilities including by constructing altering renewing paving widening grading blasting or excavating SECTION 7 REGULATIONS OF USE AND CONTROL This Franchise does not deprive the City of any powers rights or privileges it now has or may later acquire in the future to regulate the use of and to control the City road rightsofway covered by this Franchise The City reserves the right and power at all times to exercise its police powers with respect to the time manner and location of the placement of the FranchiseesFacilities SECTION 8 EMINENT DOMAIN This Franchise and the limited rights and interests granted by this Franchise are subject to the exercise of eminent domain In the event of an exercise of eminent domain by the City the value to be attributed to all the rights and interests granted under this Franchise shall not exceed the actual amount the Franchisee paid to the City in obtaining this Franchise SECTION 9 VACATION If at any time the City vacates any City rightsofway covered by this Franchise the City will not be held liable for any damages or loss to the Franchisee by reason of such vacation The City may after giving thirty 30 days written notice to the Franchisee terminate this Franchise with respect to any City road or rightsofway vacated SECTION 10 ENFORCEMENT The Citys failure to enforce any provision of this Franchise does not constitute a waiver of its right to enforce that provision or any other provision of this Franchise SECTION 11 INDEMNITIES AND HOLD HARMLESS 111 The Franchisee shall defend indemnify and hold harmless the City its appointed and elected officials and its employees and agents from and against liability for all claims actions injuries demands liabilities losses costs damages and Exhibit C Resolution No 3644 Page 3 of 11 judgments including costs of defense thereof collectively referred to as damages for injury to persons death or property damage caused by arising out of or incidental to the Franchiseesexercise of the rights and privileges granted by this Franchise except for damages caused by or arising out of the Citys sole negligence In the event that any such claim or demand for damages is presented toor filed with the City or if any suit or action is initiated against the City based on such claims or demands for damages the City shall promptly notify the Franchisee of the claim demand suit or action and the Franchisee shall have the right at its election and its sole cost and expense to settle and compromise such claim demand suit or action or defend the same at the Franchiseessole cost and expense 112 If it is determined that RCW 424115 applies to this Franchise the Franchisee agrees to defend hold harmless and indemnify the City to the maximum extent permitted under that statute and specifically for the Franchiseesnegligence concurrent with that of the City to the full extent of the Franchiseesnegligence SECTION 12 INSURANCE 121 The Franchisee shall keep a policy of insurance in force with a minimum limit of five million dollars 500000000 Verification of insurance coverage is a condition precedent to the effectiveness of this Agreement 122 The insurance shall be maintained in full force and effect at the Franchisees sole expense throughout the term of the Franchise and should such insurance be terminated this Agreement shall terminate as of the date of the termination of insurance coverage 123 The coverage provided by the Franchiseesinsurance policies shall be primary to any insurance maintained by the City except as to losses or damages attributable to the sole negligence of the City Any insurance maintained by the City that might relate to this Franchise shall be in excess to the Franchiseesinsurance and shall not contribute with or to it The City has no obligation to report occurrences to the insurance companies unless a claim is filed with the Citys City Council and the City has no obligations to pay the Franchiseespremiums 124 The Franchisee shall be solely and completely responsible to perform all work related to this Franchise in compliance with all applicable federal state county and city statutes rules regulations Ordinances orders and codes The Franchisees attention is directed to the requirements of the Washington Industrial Safety and Health Act Chapter 4917 RCW The Franchisee shall be solely and completely responsible for safety and safety conditions on its job sites and for its work within the Franchise Area including the safety of all persons and property during performance of any works therein The services of the City or Citys consultant personnel in conducting construction review of the Franchiseeswork relating to the Franchise is not intended to include review of the adequacy of the Franchisees work methods equipment scaffolding or trenching or safety measures in on or near such Franchise Area or job site The Franchisee shall provide safe access for the City and its inspectors to adequately inspect the work and its conformance with applicable statutes Ordinances rules regulations and the Franchise Exhibit C Resolution No 3644 Page 4 of 11 SECTION 13 INSTALLATIONS REPAIR REMOVAL OR RELOCATION 131 The Franchisee shall at no expense to the City expeditiously repair all existing Facilities that it owns within the Franchise Area including any damage caused directly or indirectly by its Facilities all appurtenant Facilities and service lines connecting its system to users if the City requires such repair for any reasonable purpose 132 The Franchisee shall at no expense to the City adjust remove or relocate existing Facilities within the Franchise Area including all appurtenant Facilities and service lines connecting its system to users if the City determines such adjustment removal or relocation is reasonably necessary to allow for an improvement or alteration planned by the City The City shall give the Franchisee written notice of such requirement as soon as practicable The written notice shall include all available information such as plans and specifications as is reasonably necessary for the Franchisee to plan for such adjustment removal or relocation 133 FranchiseesFacilities shall be constructed installed maintained and repaired within the Franchise Area so as to provide safety of persons and property and not interfere with the free passage of traffic all in accordance with the laws of the State of Washington and the Ordinances resolutions rules and regulations of the City 134 For projects that are a part of the Citys capital improvement program in addition to any other notice given to the Franchisee the City shall provide a copy of the capital improvement plan and six 6 year transportation improvement plan when requested Further the City shall provide a vertical and horizontal profile of the roadway and drainage facilities within it both existing and as proposed by the City and the proposed construction schedule The initial design information shall be given at least one hundred and eighty 180 days before construction is scheduled to begin except in cases of urgent construction or emergencies The Franchisee shall respond to this notice and to any later notices of revised designs within twenty 20 days of the date of the notice by providing to the City the Franchiseesbest available information as to the location of all the FranchiseesFacilities including all appurtenant Facilities and service lines connecting its system to users and all Facilities that it has abandoned within the area proposed for the project 135 The City shall offer the Franchisee the opportunity to participate in the preparation of bid documents for the selection of a contractor to perform the public works project as well as all required adjustments removals or relocations of the FranchiseesFacilities The City shall have sole authority to choose the contractor to perform such work Such bid documents shall provide for ar1 appropriate cost allocation between the parties In addition to the Franchiseesallocation of contractor costs the Franchisee shall reimburse the City for all costs to include but not be limited to legal engineering inspections administration andor soils testing related to the Franchisees work and reasonably incurred by the City in the administration of such joint construction contracts Such costs shall include the direct salary cost of the time of City professional and technical personnel including the Citys consultants spent productively engaged in such work plus overhead costs at the standard rate charged by the City on other similar projects Exhibit C Resolution No 3644 Page 5 of 11 136 It is understood that emergency situations may arise that could threaten public health andor continued operation of the Franchiseesutility system and the Franchisee may be unable to notify the City in the manner prescribed in Section 14 of this Franchise In such a situation the Franchisee shall immediately correct the hazardous situation and continue to use best efforts to contact the City staff The Emergency Phone Number for the City of Auburn is 253 9313010 and the City of Pacific is 253 9291110 Dialing 911 is advised for emergency situations SECTION 14 REQUIREMENTS OF CONSTRUCTION PERMITS 141 The Franchisee has the right privilege and authority to enter the City road rightsofway for the purpose of constructing installing operating maintaining replacing or repairing its Facilities on the condition that it obtains construction excavation and rightofway use permits issued by the City Any work performed whether by Franchisee its contractors or third parties shall include necessary paving patching grading and any other reasonably necessary repair or restoration to the City rightsofway All work shall be done to the Citys satisfaction 142 All equipment pipelines and appurtenances which are used in the construction installation operation maintenance or repair of the FranchiseesFacilities and which are located within the City road rightsofway and owned by the Franchisee shall be considered to be part of the Franchisees system and shall be the responsibility of the Franchisee All permits for the construction installation operation maintenance or repair of the Franchiseessystem shall be applied for and given in the name of the Franchisee who will be responsible for all work done under the permit The Franchisee remains responsible whether the work is performed by the Franchisee its contractors or by third parties 143 When required by the Public Works Director the Franchisee shall post a bond to the City in the amount sufficient for any road repair or restoration The amount of the bond shall be set by the City and must be filed with the City before a permit will be issued SECTION 15 PERFORMANCE OF WORK 151 Any work performed by the Franchisee in the Franchise Area shall conform to all City Ordinances and requirements including but not limited to Auburn City Code and the Citys Design and Construction Standards in force when the work is performed All traffic control shall conform to the current edition of the Uniform Traffic Control Devices in force when the work is performed 152 If work performed under this Franchise makes it necessary to turn off or diminish water pressure to any fire hydrant the Franchisee shall notify the Citys Fire Department by telephone and by written notice that water pressure or fire flow conditions have been affected Except in the case of an emergency the notice shall be provided at least 48 hours prior to the water pressure being turned off or diminished Exhibit C Resolution No 3644 Page 6 of 11 If more than one fire hydrant will be affected the Franchisee shall provide a map of the affected area to the Fire Department Outofservicefire hydrants must be identified as not operational by covering with a properly secured burlap or plastic bag Fire hydrants should be returned to full service as soon as reasonably possible or no longer than two working days from the date service was diminished The Franchisee shall notify the Citys Fire Department when the hydrant is returned to full service SECTION 16 RESTORATION OF CITY RIGHTSOFWAY After performing work on under or adjacent to City road rightsofway the Franchisee is responsible for and shall leave all City road rightsofway in the condition of the City roads rightsofway existing immediately prior to such disturbance If the Franchisee its contractors or third parties working under permit should fail to diligently restore City road rightsofway to the satisfaction of the City the City may make such repairs or restorations as are necessary to return the City road rightsofwayto a condition reasonably comparable to the condition of the City roads rightsofway existing immediately prior to such disturbance Upon presentation of an itemized bill for repairs or restorations including all applicable costs both direct and indirect to include but not be limited to the cost of labor tools materials and equipment the Franchisee shall pay the bill within sixtyfive 65 days SECTION 17 GUARANTEES The Franchisee shall guarantee work and materials furnished and completed by the Franchisee under this Franchise for a period of two 2 years from the date the City accepts the work andor restoration SECTION 18 INFORMATION ON LOCATION OF FACILITIES Prior to the effective date of this Agreement the Franchisee shall provide the City with all information requested by the City regarding the location of the Franchiseescurrent Facilities including but not limited to copies of all record drawings for such Facilities If the Franchisee performs any work to install repair reconstruct or replace Facilities in the Franchise Area after this Agreementseffective date the Franchisee shall provide the City with all information requested by the City regarding the location of those Facilities including but not limited to copies of record drawings SECTION 19 COORDINATION OF WORK IN FRANCHISE AREA To facilitate the coordination of work in City rightsofway if either the Franchisee or the City plans to make excavations in the Franchise Area the party planning such excavation shall provide written notice to the other of the planned excavation affording the other party the opportunity to share in the excavation provided that 1 such joint use shall not unreasonably delay the work of the party causing the excavation to be made 2 such joint use shall be arranged and accomplished on terms and conditions satisfactory to both parties and 3 either party may deny such request for safety reasons Exhibit C Resolution No 3644 Page 7 of 11 SECTION 20 REIMBURSEMENTS OF COSTS The Franchisee shall reimburse and pay to the City the amount of actual administrative expenses incurred by the City which are directly or indirectly related to the receipt review and approval of this Franchise In the event of nonpayment thereafter the Franchisee shall pay the Citys reasonable attorneys fees and other costs incurred in collecting such amount Payment must be made within sixtyfive 65 days of the Franchiseesreceipt of the Citys billlinvoice If payment is not paid in full within the sixtyfive 65 days this Franchise shall become null and void SECTION 21 BLASTING REQUIREMENTS The Franchiseesright to construct install operate maintain and repair Facilities does not preclude the City its agents or contractors from blasting grading or doing other road work contiguous to the FranchiseesFacilities When practical the City shall give the Franchisee fortyeight 48 hours notice of blasting or excavating SECTION 22 SURVEY MARKERS AND MONUMENTS Before any work is performed under this Franchise the Franchisee shall establish two or more reference marks to all monuments and markers of every nature relating to subdivisions plats rightsofway and all other surveys The reference points shall be located so that they will not be disturbed during any of Franchiseesoperations under this Franchise The method of referencing monuments or other markers or points shall be approved by the City before placement The replacement of all markers or monuments disturbed during any construction of the Franchisee shall be made as promptly as conditions permit The cost of monuments or markers lost destroyed or disturbed and the expense or replacement with approved markers or monuments shall be borne by the Franchisee SECTION 23 RESERVATIONS OF RIGHTS The City reserves the right upon thirty 30 days written notice to the Franchisee to amend or modify the provisions or conditions of this Franchise to conform to any state county federal or city statute ordinance rule or regulation The City may terminate this Franchise upon thirty 30 days written notice to the Franchisee if the Franchisee fails or refuses to comply with such amendment or modification SECTION 24 ASSIGNMENT The Franchisee shall not have the right to assign this Franchise without the written consent of the City No assignment shall be effective unless an acceptance by the assignee of all rights conditions terms provisions and responsibilities contained within the Franchise as well as surety bonds which the City deems necessary to be posted are received as allowed by law The Citys approval of the assignment may be made subject to the assigneesacceptance of new or modified terms of the Franchise Exhibit C Resolution No 3644 Page 8 of 11 SECTION 25 PENALTV FOR VIOLATION OF CONDITIONS If the Franchisee fails to comply with any material term condition or responsibility under this Franchise the City may provide the Franchisee with written notice of the Citys intent to revoke the Franchise if the Franchisees failure is not cured within thirty 30 days of the date of the notice During the thirty 30 days following the date of the notice the Franchisee shall have the opportunity to remedy the failure to comply A public hearing shall be scheduled before the Auburn City Council at least thirty 30 days following the notification on the issue of the revocation If at the hearing the City Council finds that grounds exist to revoke the Franchise under this paragraph and that the revocation is in the public interest the City Council may by ordinance revoke the Franchise The revocation shall be effective ninety 90 days after the public hearing SECTION 26 EXPIRATION AND RENEWAL 261 If the Franchisee requests a renewal of this Franchise prior to its expiration date the City may at the Citys sole discretion extend the term of this Franchise for up to one year beyond the expiration date to allow for processing of the renewal If the City elects to extend the term of this Franchise written notice of the extension shall be provided to the Franchisee prior to the Franchise expiration date 262 If the Franchisee has not requested a renewal of this Franchise prior to its expiration date the City has the right upon thirty 30 days prior notice to the Franchisee to remove or relocate any of the FranchiseesFacilities as is reasonably necessary for the publics health welfare or safety or for the construction alteration or improvement of the Franchise Area or for the construction or installation of lines or facilities of other franchise holders The Franchisee shall be liable for costs incurred in any removal or relocation of the FranchiseesFacilities under this section 263 Upon the expiration of this Franchise the Franchisee shall continue to be responsible for the operation and maintenance of the Franchiseesexisting facilities in the Franchise Area but shall not have the right to provide additional services This Section and Sections 11 13 14 15 16 19 and 22 of this Franchise shall continue in force until such time as the FranchiseesFacilities are abandoned to the City in accordance with the terms and conditions of the Annexation Resolution SECTION 27 COMPLIANCE WITH LAWS The Franchisee shall conform to all applicable federal state and local laws and regulations including but not limited to the State Environmental Policy Act and the Citys Environmental Standards and Ordinances SECTION 28 NONDISCRIMINATIONCLAUSES In all hiring or employment made possible or resulting from this Franchise there shall be no discrimination against any employee or applicant for employment because of sex sexual orientation age race color national origin marital status or the presence of any sensory mental or physical handicap unless based upon a bona fide occupation qualification No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this agreement Exhibit C Resolution No 3644 Page 9 of 11 on the grounds of sex sexual orientation race color national origin age except minimum age and retirement provisions marital status or the presence of any sensory mental or physical handicap SECTION 29 NOTICES Any notice or information required or permitted under this Franchise may be sent to the following addresses unless otherwise specified City of Auburn City Engineer 25 West Main Street Auburn WA 980014998 2539313010 City of Pacific Community Development Director 100 3rd Avenue SE Pacific WA 98047 2539291110 SECTION 30 ATTORNEYS FEES If either party commences litigation against the other party relating to the performance or alleged breach of this Franchise the prevailing party shall be entitled to all costs including reasonable attorneys fees incurred relating to such litigation including those incurred in any appeal SECTION 31 SEVERANCES If any term provision condition or portion of this Franchise is held to be invalid such invalidity shall not affect the validity of the remaining portions of this Franchise which shall continue in full force and effect unless the dominant purpose of the Franchise would be prevented or the public interest would no longer be served as determined by the City SECTION 32 EFFECTIVE DATE This Agreement having been introduced at least five days prior to its date of passage and submitted to the city attorney and being approved by at least a majority of the entire city council at a regular city council meeting shall take effect and be in force five days after its passage approval and publication as required by law SECTION 33 EXISTING UTILITIES This Franchise shall govern City of Pacific new utility Facilities within the City of Auburn Exhibit C Resolution No 3644 Page 10 of 11 IN WITNESS WHEREOF the parties have executed this Agreement effective as of the date last written below CITY OF AUBURN King County Washington 4 PETER B LEWIS MAYOR DCl 2 —2003 CITY OF PACIFIC King County Washington C Ji41ev2d47 HOWARD ERICKSON MAYOR Date Jclœ 3 LsDate Danielle E Daskam CMC City Clerk ATTESTlATTEST Exhibit C Resolution No 3644 Page 11 of 11 ATTACHMENT 1 ANNEXATION LEGAL DESCRIPTION AREA IN VICINITY OF A STREET SOUTHEAST EAST VALLEY HIGHWAY AND LAKELAND HILLS WAY SOUTHEAST THAT PORTION OF GOVERNMENT LOTS 3 AND 41N THE SOUTHWEST QUARTER OF SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST W M AND THE EAST HALF OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3 IN SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM SAID CORNER ALSO BEING AN ANGLE POINT IN THE WEST BOUNDARY OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE NORTHWEST CORNER OF THE LANDS DESCRIBED IN CITY OF PACIFIC ANNEXATION ORDINANCE NUMBER 319 THENCE EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 A DISTANCE OF 1280 FEET MORE OR LESS TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3 THENCE SOUTH ALONG THE EAST LINE OF SAID GOVERNMENT LOTS 3 AND 4 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 TO THE SOUTHEAST CORNER OF SAID CITY OF PACIFIC ORDINANCE 319 AND TO A LINE PARALLEL WITH AND 825 FEET NORTHERLY OF THE SOUTH LINE OF SAID GOVERNMENT LOT 4 THENCE WEST ALONG THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 AND ALONG SAID PARALLEL LINE A DISTANCE OF 1300 FEET MORE OR LESS TO THE WEST LINE OF SAID SECTION 31 THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 31 AND THE BOUNDARY COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 TO THE SOUTHWEST CORNER OF SAID SECTION 31 THENCE WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST AND ALONG THE SOUTH LINE OF THE LANDS ANNEXED TO THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 A DISTANCE OF 70 FEET MORE OR LESS TO THE EAST LINE OF THE BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY100 FEET IN WIDTH THENCE NORTH ALONG SAID EAST LINE OF THE BNSF RAILROAD RIGHTOFWAYTO A LINE pARALLEL WITH AND 100 FEET NORTHERLY OF SAID SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36 THENCE WEST ALONG LAST SAID PARALLEL LINE 100 FEET TO THE WEST LINE OF SAID BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY THENCE NORTH ALONG SAID WEST LINE OF THE BNSF RAILROAD RIGHTOFWAYA DISTANCE OF 3280 FEET MORE OR LESS TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF SAID RAILROAD RIGHTOFWAY FROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE EASTERLY ALONG LAST SAID PARALLEL LINE A DISTANCE OF 175 FEET MORE OR LESS TO THE EAST RIGHTOFWAY LINE OF EAST VALLEY HIGHWAY A STREET SE THENCE SOUTHERLY ALONG SAID EAST RIGHTOFWAYLINE A DISTANCE OF 150 FEET MORE OR LESS TO THE NORTH BANK OF THE WHITE RIVER STUCK RIVER Exhibit C Attachment 1 Resolution No 3644 1 of 2 THENCE NORTHEASTERLY ALONG SAID NORTH BANK OF THE WHITE RIVER A DISTANCE OF 200 FEET MORE OR LESS TO THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM THENCE SOUTH ALONG SAID LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 A DISTANCE OF 700 FEET MORE OR LESS TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Exhibit C Attachment 1 Resolution No 3644 2of2 Attachment 2 CITY OF PACIFIC DESCRIPTION CROSSING EAST VALLEY HIGHWAY BEGINNING AT INTERSECTION OF THE EAST MARGIN OF THE EAST VALLEY HIGHWAY A STREET SOUTHEAST AND THE NORTH LINE OF TOWNSHIP 20 NORTH RANGE 5 EAST WM THENCE SOUTHERLY ALONG SAID EAST MARGIN OF THE EAST VALLEY HIGHWAY A DISTANCE OF 50 FEET THENCE WEST TO THE EAST LINE OF THE BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY100 FEET IN WIDTH THENCE NORTHERLY ALONG SAID EAST LINE OF THE BNSF RAILROAD RIGHTOFWAYA DISTANCE OF 150 FEET THENCE EAST TO SAID EAST MARGIN OF THE EAST VALLEY HIGHWAY THENCE SOUTHERLY ALONG SAID EAST MARGIN OF THE EAST VALLEY HIGHWAY A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING SITUATE IN KING AND PIERCE COUNTIES WASHINGTON Exhibit C Attachment 2 Resolution No 3644 Page 1 of 1 EXHIBIT D CITY OF PACIFIC WASHINGTON FRANCHISE AGREEMENT WITH THE CITY OF AUBURN WHEREAS the City of Auburn Auburn and the City of Pacific Pacific have agreed to the annexationdeannexation a portion of property described in Attachment 1 relating to among other things East Valley Highway EVH from the north end of the White River bridge to the KingPierce County line in which Auburn recognizes and agrees to Pacificsright to access a portion of EVH near the KingPierce County line for ingress egress and utilities and WHEREAS Auburn and Pacific have entered into a Water Service Area Agreement which revised the boundary between their respective water service areas and WHEREAS the City of Auburn and Pacific have entered into an Emergency Water System Intertie Agreement and WHEREAS in order to maintain control over the use of City of Pacific rightofway by utilities operating within the City of Pacific it is appropriate to enter into franchise agreements with such utilities and WHEREAS City of Auburn is such a utility and has negotiated this franchise agreement with the City of Pacific acceptable to both parties and WHEREAS the City of Pacific has determined that it is in the best interests of the public to grant the City of Auburn a franchise on the terms and conditions set forth in this Agreement now therefore THE CITY COUNCIL OF THE CITY OF PACIFIC WASHINGTON DO ORDAIN AS FOLLOWS SECTION 1 DEFINITIONS Where used in this franchise Franchise the following definitions shall apply 11 Franchisee means the City of Auburn a Washington municipal corporation and its respective successors and assigns 12 City means the City of Pacific a Washington municipal corporation 13 Franchise Area means the Right of Way of A Street SE as described in Attachment 2 attached hereto which is by this reference incorporated as if fully set forth herein provided that the Franchise Area shall not include or convey any right to Franchisee to install facilities on or to otherwise use City owned or leased properties outside the Franchise Area Exhibit D Resolution No 3644 Page 1 of 11 14 Facilities means the Franchiseeswater system lines mains appurtenances and all other necessary or convenient facilities for the purpose of providing water service 15 Agreement means this Agreement setting forth the terms and conditions of the franchise granted to the Franchisee SECTION 2 FRANCHISE GRANT Subject to the terms and conditions set forth in this Agreement the City grants to the Franchisee the right for the construction and installation of water pipeline appurtenances and the excavation of trenches on City roads for the purposes of constructing installing operating maintaining removing and replacing mains and pipes and making connections between the same to the dwellings and other buildings of the consumers the Franchisee shall be governed by and conform to the general rules adopted by the Public Works Department of the City of Pacific and the Franchisee at no expense to the City shall complete all such work and shall replace and restore the City roads to a condition reasonably comparable to the condition of the City roads existing immediately prior to such disturbance PROVIDED HOWEVER that no such work shall be done prior to the obtaining of a permit therefor issued by the Citys Community Development Director hereinafter Director which permit shall set forth conditions pertaining to the work to be done and specifications for the restoration of the roads to the same condition as they were prior to such work If the Franchisee does not repair the City roads to the satisfaction of the Director the City may at its sole discretion repair such City roads or cause them to be repaired and the Franchisee hereby agrees to reimburse the City for the cost of such work including overhead costs SECTION 3 FRANCHISE TERM This Franchise is and shall remain in full force and effect for a period of twentyfive 25 years from the effective date of this Agreement provided that this Franchise shall not take effect and the Franchisee shall have no rights under this Franchise unless the Franchisee files a written acceptance of this Franchise with the City pursuant to Section 4 of this Agreement SECTION 4 ACCEPTANCE BY GRANTEE OF TERMS AND CONDITIONS The full acceptance of this Franchise and all of its terms and conditions shall be filed with the City Clerk within fortyfive 45 days from the date of this Agreement by the Franchisee Full acceptance of this Franchise is a condition precedent to its taking effect and unless this Franchise is accepted within the time specified this grant will be null and void and have no force or effect SECTION 5 NONEXCLUSIVEFRANCHISE This Franchise is not exclusive It does not prohibit the City from granting franchises for other public or private utilities in over along across and under any City property Exhibit D Resolution No 3644 Page 2 of 11 including the Franchise Area This Franchise does not prevent or prohibit the City from constructing altering maintaining or using any of the Franchise Area The City retains full power to make all changes relocations repair maintenance or other work to or in the Franchise Area as the City deems fit SECTION 6 JURISDICTIONS This Franchise is intended to convey limited rights and interest only as to those roads and rightsofway in which the City has an actual interest It is not a warranty of title or of interest in City road rightsofway None of the rights granted to the Franchisee shall affect the jurisdiction of the City over City road rightsofway or the Citys power to perform work upon its roadways rightsofway or appurtenant drainage facilities including by constructing altering renewing paving widening grading blasting or excavating SECTION 7 REGULATION OF USE AND CONTROL This Franchise does not deprive the City of any powers rights or privileges it now has or may later acquire in the future to regulate the use of and to control the City road rightsofway covered by this Franchise The City reserves the right and power at all times to exercise its police powers with respect to the time manner and location of the placement of the FranchiseesFacilities SECTION 8 EMINENT DOMAIN This Franchise and the limited rights and interests granted by this Franchise are subject to the exercise of eminent domain In the event of an exercise of eminent domain by the City the value to be attributed to all the rights and interests granted under this Franchise shall not exceed the actual amount the Franchisee paid to the City in obtaining this Franchise SECTION 9 VACATION If at any time the City vacates any City rightsofway covered by this Franchise the City will not be held liable for any damages or loss to the Franchisee by reason of such vacation The City may after giving thirty 30 days written notice to the Franchisee terminate this Franchise with respect to any City road or rightsofway vacated SECTION 10 ENFORCEMENT The Citys failure to enforce any provision of this Franchise does not constitute a waiver of its right to enforce that provision or any other provision of this Franchise SECTION 11 INDEMNITIES AND HOLD HARMLESS 111 The Franchisee shall defend indemnify and hold harmless the City its appointed and elected officials and its employees and agents from and against liability for all claims actions injuries demands liabilities losses costs damages and judgments including costs of defense thereof collectively referred to as damages for injury to persons death or property damage caused by arising out of or incidental Exhibit D Resolution No 3644 Page 3 of 11 to the Franchisees exercise of the rights and privileges granted by this Franchise except for damages caused by or arising out of the Citys sole negligence In the event that any such claim or demand for damages is presented to or filed with the City or if any suit or action is initiated against the City based on such claims or demands for damages the City shall promptly notify the Franchisee of the claim demand suit or action and the Franchisee shall have the right at its election and its sole cost and expense to settle and compromise such claim demand suit or action or defend the same at the Franchiseessole cost and expense 11 2 If it is determined that RCW 424115 applies to this Franchise the Franchisee agrees to defend hld harmless and indemnify the City to the maximum extent permitted under that statute and specifically for the Franchiseesnegligence concurrent with that of the City to the full extent of the Franchiseesnegligence SECTION 12 INSURANCE 121 The Franchisee being a municipality in the State of Washington shall be selfinsured through the Washington Cities Insurance Association WCIA If required by Pacific Auburn shall request the WCIA to provide Pacific with a letter sent from the WCIA evidencing such an insurance policy to be in force 122 The insurance shall be maintained in full force and effect at the Franchiseessole expense throughout the term of the Franchise The City shall be given at least fortyfive 45 days written notice that the Franchisee is no longer a member of the WCIA Such notice to the City shall be by certified mail sent to City of Pacific Public Works Dept 100 3rd SE Pacific Washington 98047 123 The coverage provided by Auburnsinsurance policies shall be primary to any insurance maintained by Pacific except as to losses or damages attributable to the sole negligence of Pacific Any insurance maintained by Pacific that might relate to this Franchise shall be in excess to Auburnsinsurance and shall not contribute with or to it Pacific has no obligation to report occurrences to the insurance companies unless a claim is filed with PacificsCity Council and Pacific has no obligations to pay Auburnspremiums 124 The Franchisee shall be solely and completely responsible to perform all work related to this Franchise in compliance with all applicable federal state county and city statutes rules regulations ordinances orders and codes The Franchisees attention is directed to the requirements of the Washington Industrial Safety and Health Act Chapter 4917 RCW The Franchisee shall be solely and completely responsible for safety and safety conditions on its job sites and for its work within the Franchise Area including the safety of all persons and property during performance of any works therein The services of the City or Citys consultant personnel in conducting construction review of the Franchiseeswork relating to the Franchise is not intended to include review of the adequacy of the Franchiseeswork methods equipment scaffolding or trenching or safety measures in on or near such Franchise Area or job site The Franchisee shall provide safe access for the City and its inspectors to Exhibit D Resolution No 3644 Page 4 of 11 adequately inspect the work and its conformance with applicable statutes ordinances rules regulations and the Franchise SECTION 13 INSTALLATION REPAIR REMOVAL OR RELOCATION 131 The Franchisee shall at no expense to the City expeditiously repair all existing Facilities that it owns within the Franchise Area including any damage caused directly or indirectly by its Facilities all appurtenant Facilities and service lines connecting its system to users if the City requires such repair for any reasonable purpose 132 The Franchisee shall at no expense to the City adjust remove or relocate existing Facilities within the Franchise Area including all appurtenant Facilities and service lines connecting its system to users if the City determines such adjustment removal or relocation is reasonably necessary to allow for an improvement or alteration planned by the City The City shall give the Franchisee written notice of such requirement as soon as practicable The written notice shall include all available information such as plans and specifications as is reasonably necessary for the Franchisee to plan for such adjustment removal or relocation 133 FranchiseesFacilities shall be constructed installed maintained and repaired within the Franchise Area so as to provide safety of persons and property and not interfere with the free passage of traffic all in accordance with the laws of the State of Washington and the ordinances resolutions rules and regulations of the City 134 For projects that are a part of the Citys capital improvement program in addition to any other notice given to the Franchisee the City shall provide a vertical and horizontal profile of the roadway and drainage facilities within it both existing and as proposed by the City and the proposed construction schedule The initial design information shall be given at least thirty 30 days before construction is scheduled to begin except in cases of urgent construction or emergencies The Franchisee shall respond to this notice and to any later notices of revised designs within twenty 20 days of the date of the notice by providing to the City the Franchiseesbest available information as to the location of all the FranchiseesFacilities including all appurtenant Facilities and service lines connecting its system to users and all Facilities that it has abandoned within the area proposed for the project 135 The City shall offer the Franchisee the opportunity to participate in the preparation of bid documents for the selection of a contractor to perform the public works project as well as all required adjustments removals or relocations of the FranchiseesFacilities The City shall have sole authority to choose the contractor to perform such work Such bid documents shall provide for an appropriate cost allocation between the parties In addition to the Franchiseesallocation of contractor costs the Franchisee shall reimburse the City for all costs to include but not be limited to legal engineering inspections administration andor soils testing related to the Franchisees work and reasonably incurred by the City in the administration of such joint construction contracts Such costs shall include the direct salary cost of the time of City professionall Exhibit D Resolution No 3644 Page 5 of 11 and technical personnel including the Citys consultants spent productively engaged in such work plus overhead costs at the standard rate charged by the City on other similar projects 136 It is understood that emergency situations may arise that could threaten public health andor continued operation of the Franchiseesutility system and the Franchisee may be unable to notify the City in the manner prescribed in Section 14 of this Franchise In such a situation the Franchisee shall immediately correct the hazardous situation and continue to use best efforts to contact the City staff The Emergency Phone Number for the City of Pacific is 2539291110 and the City of Auburn is 2539313048 Dialing 911 is advised for emergency situations SECTION 14 REQUIREMENT OF CONSTRUCTION PERMITS 141 The Franchisee has the right privilege and authority to enter the City road rightsofway for the purpose of constructing installing operating maintaining replacing or repairing its Facilities on the condition that it obtains construction excavation and rightofway use permits issued by the City Any work performed whether by Franchisee its contractors or third parties shall include necessary paving patching grading and any other reasonably necessary repair or restoration to the City rightsofway All work shall be done to the Citys satisfaction 142 All equipment lines and appurtenances which are used in the construction installation operation maintenance or repair of the FranchiseesFacilities and which are located within the City road rightsofway and owned by the Franchisee shall be considered to be part of the Franchisees system and shall be the responsibility of the Franchisee All permits for the construction installation operation maintenance or repair of the Franchiseessystem shall be applied for and given in the name of the Franchisee who will be responsible for all work done under the permit The Franchisee remains responsible whether the work is performed by the Franchisee its contractors or by third parties 143 When required by the Director the Franchisee shall post a bond to the City in the amount sufficient for any road repair or restoration The amount of the bond shall be set by the City and must be filed with the City before a permit will be issued SECTION 15 PERFORMANCE OF WORK 151 Any work performed by the Franchisee in the Franchise Area shall conform to all City ordinances and requirements including but not limited to Chapter 1312 PMC and the Citys Road Standards in force when the work is performed All traffic control shall conform to the current edition of the Uniform Traffic Control Devices in force when the work is performed 152 If work performed under this Franchise makes it necessary to turn off or diminish water pressure to any fire hydrant the Franchisee shall notify the Citys Fire Department by telephone and by written notice that water pressure or fire flow conditions have been affected Except in the case of an emergency the notice shall be Exhibit D Resolution No 3644 Page 6 of 11 provided at least 48 hours prior to the water pressure being turned off or diminished If more than one fire hydrant will be affected the Franchisee shall provide a map of the affected area to the Fire Department Outofservicefire hydrants must be marked to indicate that it is not operational SECTION 16 RESTORATION OF CITY RIGHTSOFWAY After performing work on under or adjacent to City road rightsofway the Franchisee is responsible for and shall leave all City road rightsofway in a condition reasonably comparable to the condition of the City roads rightsofway existing immediately prior to such disturbance If the Franchisee its contractors or third parties working under permit should fail to diligently restore City road rightsofway to the satisfaction of the City the City may make such repairs or restorations as are necessary to return the City road rightsofway to a condition reasonably comparable to the condition of the City roads rightsofway existing immediately prior to such disturbance Upon presentation of an itemized bill for repairs or restorations including all applicable costs both direct and indirect to include but not be limited to the cost of labor tools materials and equipment the Franchisee shall pay the bill within sixtyfive 65 days SECTION 17 GUARANTEE The Franchisee shall guarantee work and materials furnished and completed by the Franchisee under this Franchise for a period of two 2 years from the date the City approves the work andor restoration SECTION 18 INFORMATION ON LOCATION OF FACILITIES Prior to the effective date of this Agreement the Franchisee shall provide the City with all information requested by the City regarding the location of the Franchiseescurrent Facilities including but not limited to copies of all record drawings for such Facilities If the Franchisee performs any work to install repair reconstruct or replace Facilities in the Franchise Area after this Agreementseffective date the Franchisee shall provide the City with all information requested by the City regarding the location of those Facilities including but not limited to copies of record drawings SECTION 19 COORDINATION OF WORK IN FRANCHISE AREA To facilitate the coordination of work in City rightsofway if either the Franchisee or the City plans to make excavations in the Franchise Area the party planning such excavation shall provide written notice to the other of the planned excavation affording the other party the opportunity to share in the excavation provided that 1 such joint use shall not unreasonably delay the work of the party causing the excavation to be made 2 such joint use shall be arranged and accomplished on terms and conditions satisfactory to both parties and 3 either party may deny such request for safety reasons Exhibit D Resolution No 3644 Page 7 of 11 SECTION 20 REIMBURSEMENT OF COSTS The Franchisee shall reimburse and pay to the City the amount of actual administrative expenses incurred by the City which are directly or indirectly related to the receipt review and approval of this Franchise In the event of nonpayment thereafter the Franchisee shall pay the Citys reasonable attorneys fees and other costs incurred in collecting such amount Payment must be made within sixtyfive 65 days of the Franchisees receipt of the Citys billlinvoice If payment is not paid in full within the sixtyfive 65 days this Franchise shall become null and void SECTION 21 BLASTING REQUIREMENTS The Franchiseesright to construct install operate maintain and repair Facilities does not preclude the City its agents or contractors from blasting grading or doing other road work contiguous to the FranchiseesFacilities When practical the City shall give the Franchisee fortyeight 48 hours notice of blasting or excavating SECTION 22 SURVEY MARKERS AND MONUMENTS Before any work is performed under this Franchise the Franchisee shall establish two or more reference marks to all monuments and markers of every nature relating to subdivisions plats rightsofway and all other surveys The reference points shall be located so that they will not be disturbed during any of Franchiseesoperations under this Franchise The method of referencing monuments or other markers or points shall be approved by the City before placement The replacement of all markers or monuments disturbed during any construction of the Franchisee shall be made as promptly as conditions permit The cost of monuments or markers lost destroyed or disturbed and the expense or replacement with approved markers or monuments shall be borne by the Franchisee SECTION 23 RESERVATION OF RIGHTS The City reserves the right upon thirty 30 days written notice to the Franchisee to amend or modify the provisions or conditions of this Franchise to conform to any state county federal or city statute ordinance rule or regulation The City may terminate this Franchise upon thirty 30 days written notice to the Franchisee if the Franchisee fails or refuses to comply with such amendment or modification SECTION 24 ASSIGNMENT The Franchisee shall not have the right to assign this Franchise without the written consent of the City No assignment shall be effective unless an acceptance by the assignee of all rights conditions terms provisions and responsibilities contained within the Franchise as well as surety bonds which the City deems necessary to be posted are received The Citys approval of the assignment may be made subject to the assigneesacceptance of new or modified terms of the Franchise Exhibit D Resolution No 3644 Page 8 of 11 SECTION 25 PENALTV FOR VIOLATION OF CONDITIONS If the Franchisee fails to comply with any material term condition or responsibility under this Franchise the City may provide the Franchisee with written notice of the Citys intent to revoke the Franchise if the Franchisees failure is not cured within thirty 30 days of the date of the notice During the thirty 30 days following the date of the notice the Franchisee shall have the opportunity to remedy the failure to comply A public hearing shall be scheduled before the Pacific City Council at least thirty 30 days following the notification on the issue of the revocation If at the hearing the City Council finds that grounds exist to revoke the Franchise under this paragraph and that the revocation is in the public interest the City Council may by Agreement revoke the Franchise The revocation shall be effective ninety 90 days after the public hearing SECTION 26 EXPIRATION AND RENEWAL 261 If the Franchisee requests a renewal of this Franchise prior to its expiration date the City may at the Citys sole discretion extend the term of this Franchise for up to one year beyond the expiration date to allow for processing of the renewal If the City elects to extend the term of this Franchise written notice of the extension shall be provided to the Franchisee prior to the Franchise expiration date 262 If the Franchisee has not requested a renewal of this Franchise prior to its expiration date the City has the right upon thirty 30 days prior notice to the Franchisee to remove or relocate any of the FranchiseesFacilities as is reasonably necessary for the publicshealth welfare or safety or for the construction alteration or improvement of the Franchise Area or for the construction or installation of lines or facilities of other franchise holders The Franchisee shall be liable for costs incurred in any removal or relocation of the FranchiseesFacilities under this section 263 Upon the expiration of this Franchise the Franchisee shall continue to be responsible for the operation and maintenance of the Franchiseesexisting facilities in the Franchise Area but shall not have the right to provide additional services This Section and Sections 11 13 14 15 16 19 and 22 of this Franchise shall continue in force until such time as the FranchiseesFacilities are removed from the Franchise Area or abandoned in place with approval of the City SECTION 27 COMPLIANCE WITH LAWS The Franchisee shall conform to all applicable federal state and local laws and regulations including but not limited to the State Environmental Policy Act and the Citys Environmental Standards and Ordinances SECTION 28 NONDISCRIMINATIONCLAUSES In all hiring or employment made possible or resulting from this Franchise there shall be no discrimination against any employee or applicant for employment because of sex sexual orientation age race color national origin marital status or the presence of any Exhibit D Resolution No 3644 Page 9 of 11 sensory mental or physical handicap unless based upon a bona fide occupation qualification No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this agreement on the grounds of sex sexual orientation race color national origin age except minimum age and retirement provisions marital status or the presence of any sensory mental or physical handicap SECTION 29 NOTICES Any notice or information required or permitted under this Franchise may be sent to the following addresses unless otherwise specified City of Pacific City Community Development Director 100 3rd Avenue SE Pacific Washington 98047 2539291110 City of Auburn City Engineer 25 West Main Street Auburn WA 980014998 2539313010 SECTION 30 ATTORNEYS FEES If either party commences litigation against the other party relating to the performance or alleged breach of this Franchise the prevailing party shall be entitled to all costs including reasonable attorneys fees incurred relating to such litigation including those incurred in any appeal SECTION 31 SEVERANCE If any term provision condition or portion of this Franchise is held to be invalid such invalidity shall not affect the validity of the remaining portions of this Franchise which shall continue in full force and effect unless the dominant purpose of the Franchise would be prevented or the public interest would no longer be served as determined by the City SECTION 32 EFFECTIVE DATE This Agreement having been introduced at least five days prior to its date of passage and submitted to the city attorney and being approved by at least a majority of the entire city council at a regular city council meeting shall take effect and be in force five days after its passage approval and publication as required by law SECTION 33 EXISTING UTILITIES This Franchise shall govern Franchisees new and existing Facilities within the City of Pacific Exhibit D Resolution No 3644 Page 10 of 11 IN WITNESS WHEREOF the parties have executed this Agreement effective as of the date last written below CITY OF AUBURN King Cou shington CITY OF PACIFIC King County Washington tvJjjœ771HOWARDERICKSONMAYOR1DateCIiJj PETER B LEWIS MAYOR —CT J —2003Date ATTESTjATTEST Danielle E Daskam CMC City Clerk Exhibit D Resolution No 3644 Page 11 of 11 ATTACHMENT 1 ANNEXATION LEGAL DESCRIPTION AREA IN VICINITY OF A STREET SOUTHEAST EAST VALLEY HIGHWAY AND LAKELAND HILLS WAY SOUTHEAST THAT PORTION OF GOVERNMENT LOTS 3 AND 4 IN THE SOUTHWEST QUARTER OF SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST W M AND THE EAST HALF OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3 IN SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM SAID CORNER ALSO BEING AN ANGLE POINT IN THE WEST BOUNDARY OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE NORTHWEST CORNER OF THE LANDS DESCRIBED IN CITY OF PACIFIC ANNEXATION ORDINANCE NUMBER 319 THENCE EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 A DISTANCE OF 1280 FEET MORE OR LESS TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3 THENCE SOUTH ALONG THE EAST LINE OF SAID GOVERNMENT LOTS 3 AND 4 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 TO THE SOUTHEAST CORNER OF SAID CITY OF PACIFIC ORDINANCE 319 AND TO A LINE PARALLEL WITH AND 825 FEET NORTHERLY OF THE SOUTH LINE OF SAID GOVERNMENT LOT 4 THENCE WEST ALONG THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 AND ALONG SAID PARALLEL LINE A DISTANCE OF 1300 FEET MORE OR LESS TO THE WEST LINE OF SAID SECTION 31 THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 31 AND THE BOUNDARY COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 TO THE SOUTHWEST CORNER OF SAID SECTION 31 THENCE WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST AND ALONG THE SOUTH LINE OF THE LANDS ANNEXED TO THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 A DISTANCE OF 70 FEET MORE OR LESS TO THE EAST LINE OF THE BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY100 FEET IN WIDTH THENCE NORTH ALONG SAID EAST LINE OF THE BNSF RAILROAD RIGHTOFWAYTO A LINE PARALLEL WITH AND 100 FEET NORTHERLY OF SAID SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36 THENCE WEST ALONG LAST SAID PARALLEL LINE 100 FEET TO THE WEST LINE OF SAID BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY THENCE NORTH ALONG SAID WEST LINE OF THE BNSF RAILROAD RIGHTOFWAYA DISTANCE OF 3280 FEET MORE OR LESS TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF SAID RAILROAD RIGHTOFWAY FROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE EASTERLY ALONG LAST SAID PARALLEL LINE A DISTANCE OF 175 FEET MORE OR LESS TO THE EAST RIGHTOFWAY LINE OF EAST VALLEY HIGHWAY A STREET SE THENCE SOUTHERLY ALONG SAID EAST RIGHTOFWAYLINE A DISTANCE OF 150 FEET MORE OR LESS TO THE NORTH BANK OF THE WHITE RIVER STUCK RIVER Exhibit D Attachment 1 Resolution No 3644 1 of 2 THENCE NORTHEASTERLY ALONG SAID NORTH BANK OF THE WHITE RIVER A DISTANCE OF 200 FEET MORE OR LESS TO THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM THENCE SOUTH ALONG SAID LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 A DISTANCE OF 700 FEET MORE OR LESS TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Exhibit D Attachment 1 Resolution No 3644 2of2 ATTACHMENT 2 PORTION OF A STREET SOUTHEAST WITHIN THE CITY OF PACIFIC IN THE NE QUARTER OF SECTION 36 TWP 21 N R 4E WM THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 1171 SAID CORNER BEING ON THE EAST MARGINAL LINE OF THE EAST VALLEY HIGHWAY ALSO KNOWN AS STATE HIGHWAY NO5AND AS A STREET SOUTHEAST THENCE SOUTHWESTERLY 600 FEET MORE OR LESS ALONG SAID EAST MARGINAL LINE TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF THE BURLINGTON NORTHERN SANTA FE RAILROAD RIGHTOFWAYFROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE WESTERLY ALONG SAID PARALLEL LINE TO THE WESTERLY RIGHTOFWAY LINE OF SAID EAST VALLEY HIGHWAY A STREET SE THENCE NORTHERLY ALONG SAID WESTERLY RIGHTOFWAYLINE A DISTANCE OF 600 FEET MORE OR LESS TO THE SOUTH LINE OF SAID LANDS ANNEXED UNDER CITY OF AUBURN ORDINANCE NUMBER 1171 THENCE EASTERLY ALONG SAID SOUTH LINE TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Exhibit D Attachment 2 Resolution No 3644 Page 1 of 1 Exhibit E INTERLOCAL AGREEMENT regarding the PROPOSED VISTA HEIGHTS DEVELOPMENT AT LAKELAND City of Pacific and City of Auburn This Agreement is entered into between the City of Pacific a municipal corporation under the laws of Washington State hereinafter referred to as Pacific and the City of Auburn a municipal corporation formed under the laws of Washington State hereinafter referred to as Auburn WHEREAS Pacific and Auburn have agreed that Auburn will assume SEPA lead agency responsibilities for a proposed residential development known as Vista Heights at Lakeland hereinafter referred to as the Development that is situated on adjoining parcels one with tax identification number 3121059008 hereinafter referred to as Site 7 in Pacific and one with tax identification number 3121059006 hereinafter referred to as Site 8 in Auburn and WHEREAS Pacific and Auburn have agreed that Site 7 will be annexed into Auburn and WHEREAS Pacific and Auburn previously executed an Interlocal Agreement dated July 24 2000 regarding Emergency Fire Flow Protection for Site 7 from Auburn and domestic water service for Site 7 from Pacific and WHEREAS upon completion of the Annexation Site 7 will be served with water for domestic use and emergency fire flow protection by Auburn NOW THEREFORE IT IS MUTUALLY AGREED as follows 1 The Interlocal Agreement regarding Emergency Fire Flow Protection for the Proposed Vista Heights Development At Lakeland City of Pacific and City ofAuburn is superceded by this agreement 2 Pacific shall be responsible for collecting Auburnstraffic mitigation fee of 67771 per single family residential lot if building permits are issued by Pacific prior to the completion of the annexation and the funds will be transmitted to Auburn 3 Auburn shall be responsible for collecting Pacificsparks mitigation fee of 60000 per singlefamily residential lot as authorized by applicable Pacific SEPA finding Ordinance or Resolution if building permits are issued by Auburn subsequent to the completion of the annexation and the funds will be transmitted to Pacific Exhibit E Resolution No 3644 Page 1 of 2 4 Pacific shall be responsible for assisting Auburn in obtaining clear title to the storm water facilities and the underlying property that store and treat public storm water 5 Each participant to this Agreement shall indemnify and hold the other harmless from and against any liability loss cost damage or expense of any kind and nature arising out of injury to person or damage to property in any manner caused by the negligent act or omission of the indemnifying individual participant to this Agreement in the performance of its work or execution of its obligations under the terms of this Agreement Each participant to this Agreement shall indemnify and hold the other harmless from all damages which may occur as a result of any failure to comply with the provisions of Chapter 8202 RCW or other applicable law 6 Should a dispute arise between the parties that cannot be resolved satisfactorily a mediator mutually acceptable to the parties shall resolve the dispute through the use of mediation at equal cost to each party Should the Parties not be able to satisfactorily resolve the dispute through mediation the forum for resolution shall be the King County Superior Court The prevailing party shall be entitled to attorney fees and costs IN WITNESS WHEREOF the parties have executed this Agreement effective as of the date last written below CITY OF PACIFIC King County Washington l PETER B LEWIS MAYOR tl d H WARDRICKSON MAYOR i J Date C iJ tYI i ß3DateOCT2—2003 Jlruf Danielle E Daskam CMC City Clerk ATTESTATTEST APP ED AS TPIt Albert A Abuan City Attorney Exhibit E Resolution No 3644 Page 2 of 2 Return Address City of Auburn City Clerk 25 West Main Auburn WA 98001 Exhibit F Above this line reserved for recording information BILL OF SALE Reference if applicable GrantorBorrower GranteeAssigneeBeneficiary Legal DescriptionlSTR AssessorsTax Parcel ID NA City of Pacific City of Anburn SW Y 312105E E 1 362104E 312105900790089016902590269027903690419044 9064906590669068 362104901890209044904590579059 9068 3621049018 9045 3354400680 to 21 rtvWT WllosYI2 KNOW ALL MEN BY THESE PRESENTS that for and in consideration of the relocation of the water system Emergency Intertie Facility and for the consideration of incorporating the facility into the City system and other good and sufficient considerationreceiptwhereofisherebyacknowledgedtheundersignedGrantorCityofPacifica Municipal Corporation in King County Washington does by these presents hereby conveysetoverassigntransferandwarranttotheCityofAuburnaMunicipalCorporationin King County Washington STREETS Lakeland Hills Way Lakeland Hills Way East Valley HighwayOravetzRd Oravetz Place SE S 376th ST 775 LF of 72 foot wide ROW725LFof60footwideROW 2650 LF of 70 foot wide ROW 744 LF of60foot wide ROW 1030 LF of 10 wide ROW 120 LF of30 foot wide ROW Exhibit F Resolution No 3644 Page 1 of3 STREETLIGHTS Lakeland Hills Way East Valley HighwayOravetzRd WATER MAIN Lakeland Hills Way East Valley Highway Oravetz Rd Oravetz Place SE 7 each 400watt luminaire 4 each 250wattluminaire 6 each 400wattluminaire 4 each 250wattluminaire I each ISOwatt luminaire 1650 LF of 12inchpipe 2000 LF of 12inchpipe900LFof12inchpipe 1250 LF of 12inchpipe PRESSURE REDUCING STATION Lakeland Hills Way One Water Pressure Reducing Station STORM SEWER Lakeland Hills Way East Valley Highway Oravetz Rd 920 LF of 24inch 740 LF of 18inch 380 LF of 12inchstonn pipe 141 LF of 24inch 1405 LF of 12inch 37 LF of 8inchstonn pipe 900 LF of 24inch and 156 LF of 12inchstonn pipe STORM DETENTION PONDS Lakeland Hills Way Detention Pond 1 Detention Pond 2 and 130 LF of 24inchstonn pipe BRIDGE East Valley Highway White Stuck River Bridge and all appurtenances or any other associated public facility as shown on the public facility extension plans constructed by Public or Private entities associated with the Pacific Annexation Situated within the following described real property See ATTACHMENTS I and 2 ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF and the said Grantor hereby warrants that it is the sole owner of all the property above conveyed that it has full power to convey the same and that it will defend the title ofthe said Grantee against any and all persons lawfully making claim thereto and indemnify the City ofAuburn for any costs including Attorney fees in defending title Exhibit F Resolution No 3644 Page 2 of3 IN WITNESS WHEREOF the Grantor has executed these presents this 0 dayofctDft2003 bJMayor dkt I2X Date VALASTOFtj10J City Attorney STATE OF WASHINGTON ss County of King On this day of 0 tcD 2003 before me the undersigned a Notary Public in a or the State ofWashington personally appared fLoJtO S D and iliMj 1 b¯to me known to be the Mayor an City Clerk of the City of Pacific the municipal corporation of the State of Washington in the forgoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said municipal corporation for the uses and purposes therein mentioned and on oath stated that they are authorized to execute said instrument on behalf of said municipal corporation IN WITNESS WHEREOF I have hereto set my hand and affixed my official seal the date hereinabove set forth iM11AlA A6rion1If ExhibitF Resolution No 3644 Page 3 00 tŁNtI IoPpo Noary public anthe St of Washington resdmg at M My appointment expires 1 ATTACHMENT 1 PROPOSED ANNEXATION LEGAL DESCRIPTION AREA IN VICINITY OF A STREET SOUTHEAST EAST VALLEY ROAD AND LAKELAND HILLS WAY SOUTHEAST THAT PORTION OF GOVERNMENT LOTS 3 AND 4 IN THE SOUTHWEST QUARTER OF SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST W M AND THE EAST HALF OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3 IN SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM SAID CORNER ALSO BEING AN ANGLE POINT IN THE WEST BOUNDARY OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE NORTHWEST CORNER OF THE LANDS DESCRIBED IN CITY OF PACIFIC ANNEXATION ORDINANCE NUMBER 319 THENCE EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 A DISTANCE OF 1280 FEET MORE OR LESS TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3 THENCE SOUTH ALONG THE EAST liNE OF SAID GOVERNMENT LOTS 3 AND 4 AND THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 TO THE SOUTHEAST CORNER OF SAID CITY OF PACIFIC ORDINANCE 319 AND TO A LINE PARALLEL WITH AND 825 FEET NORTHERLY OF THE SOUTH LINE OF SAID GOVERNMENT LOT 4 THENCE WEST ALONG THE BOUNDARY COMMON TO SAID LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 319 AND ALONG SAID PARALLEL LINE A DISTANCE OF 1300 FEET MORE OR LESS TO THE WEST LINE OF SAID SECTION 31 THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 31 AND THE BOUNDARY COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 TO THE SOUTHWEST CORNER OF SAID SECTION 31 THENCE WEST ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36TOWNSHIP21NORTHRANGE4EASTANDALONGTHESOUTHLINEOFTHELANDS ANNEXED TO THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 A DISTANCE OF 70 FEET MORE OR LESS TO THE EAST LINE OF THE BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY100 FEET IN WIDTH THENCE NORTH ALONG SAID EAST LINE OF THE BNSF RAILROAD RIGHTOFWAYTO A LINE PARALLEL WITH AND 100 FEET NORTHERLY OF SAID SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36 Exhibit F Attachment I Resolution No 3644 Page of2 THENCE WEST ALONG LAST SAID PARALLEL LINE 100 FEET TO THE WEST LINE OF SAID BURLINGTON NORTHERN SANTA FE BNSF RAILROAD RIGHTOFWAY THENCE NORTH ALONG SAID WEST LINE OF THE BNSF RAILROAD RIGHTOFWAYA DISTANCE OF 3280 FEET MORE OR LESS TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF SAID RAILROAD RIGHTOF WAY FROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE EASTERLY ALONG LAST SAID PARALLEL LINE A DISTANCE OF 175 FEET MORE OR LESS TO THE EAST RIGHTOFWAY LINE OF EAST VALLEY HIGHWAY N STREET SE THENCE SOUTHERLY ALONG SAID EAST RIGHTOFWAY LINE A DISTANCE OF 150 FEET MORE OR LESS TO THE NORTH BANK OF THE WHITE RIVER STUCK RIVER THENCE NORTHEASTERLY ALONG SAID NORTH BANK OF THE WHITE RIVER A DISTANCE OF 200 FEET MORE OR LESS TO THE LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM THENCE SOUTH ALONG SAID LINE COMMON TO THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 2271 AND THE CITY OF PACIFIC BY CITY OF PACIFIC ORDINANCE NUMBER 226 AND THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 31 A DISTANCE OF 700 FEET MORE OR LESS TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Exhibit F Attachment 1 Resolution No 3644 Page 2 02 p I¨I˜F ATTACHMENT 2 d I f i y i f 1 OOJHTYPIOOJHTY SCALE I j 500 t Exhibit F Attachment 2 Resolution No 3644 Page 1 of 1 EXHIBIT G AN INTERLOCAL AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF PACIFIC FOR MAINTENANCE AND OPERATION SERVICES ON A STREET SE Pursuant to the Interlocal Cooperation Act codified as RCW 3934 this Agreement is made and entered into this day by and between the CITY OF AUBURN hereafter called AUBURN and the CITY OF PACIFIC hereafter called PACIFIC to provide Right of Way maintenance and operation services on A Street SE as legally described on Attachment 1 and shown on Attachment 2 WHEREAS PACIFIC will not have the organization and personnel to provide Right of Way maintenance and operation services at the stated location and WHEREAS PACIFIC desires to provide quality maintenance and operation activities for its Right of Way and WHEREAS AUBURN is able to provide such maintenance and operation services for PACIFIC and WHEREAS it is for the public benefit that AUBURN and PACIFIC cooperate to provide safe and effective maintenance and operation activities and NOW THEREFORE AUBURN and PACIFIC hereby agree Exhibit G Resolution NO3644 Page 1 of4 1 BASIC SERVICES AUBURN will provide maintenance and operation activities at the area legal activities described in Attachment 1 and shown on Attachment 2 A Locate underground facilities for utilities or other digging operations except the Pacific waterlines B Maintain public storm drainage facilities C Maintain the existing street light system D Maintain subgrade pavement and pavement markings E Maintain signing per the Manual of Uniform Traffic Control Devices 2 AUBURN AND PACIFIC COORDINATION AUBURN will identify a contact person to handle daytoday operational problems related to the Basic Services PACIFIC will identify a contact person for the same purposes Emergency work to protect the public safety will be handled as the AUBURN contact person deems necessary 3 PERSONNEL AND EQUIPMENT A AUBURN is acting herein as an independent contractor so that 1 Control of personnel standards of performance discipline and all other aspects of performance shall be governed entirely by AUBURN 2 Except as described in Sections 3C below all persons rendering services hereunder shall be for all purposes employees of AUBURN B AUBURN shall furnish all personnel resources and materials deemed by AUBURN as necessary to provide maintenance services as outlined in Section 1 above C In the event AUBURN uses contract services to perform one or more of the Basic Services for PACIFIC the appropriate supervision and inspection of the contractorswork will be performed by AUBURN Exhibit G Resolution No3644 Page 2 of 4 4 PACIFICS RESPONSIBLlTIES In support of AUBURN providing services for PACIFIC in Sections 1 and 2 PACIFIC shall A Authorize AUBURN to perform maintenance services outlined in Section 1 within the City Limits of PACIFIC for the purposes of carrying out this Agreement B PACIFIC will adopt by reference all AUBURN codes necessary to provide authority for AUBURN to perform service of this Agreement 5 INDEMNIFICATION A In executing this Agreement AUBURN does not assume liability or responsibility for or in any way release PACIFICsresponsibility or liability which arises in part from the existence validity or effect of PACIFICsordinances rule or regulations In any such cause claim suit action and administration proceeding commences PACIFIC shall defend the same at its sole expense and if judgment is entered or damages are awarded against PACIFIC AUBURN or both PACIFIC shall satisfy the sam3e including chargeable costs and attorneysfees B PACIFIC shall indemnify and hold harmless AUBURN and its officers agents and employees from and against any and all claims actions suits liability loss costs and expense and damages of any nature whatsoever which are caused by or result from a negligent act or omission of AUBURN its officers agents and employees in performing services pursuant to this Agreement 6 NONDISCRIMINATION AUBURN and PACIFIC certify that both agencies are equal opportunity employers 7 AUDITS AND INSPECTIONS All records and documents with respect to this Agreement shall be subjected to inspection review or audit by AUBURN or PACIFIC for the duration of this Agreement 8 AMENDMENTS The Agreement may be amended in writing at any time by mutual agreement of both parties Exhibit G Resolution NO3644 Page 3 of 4 9 ENTIRE AGREEMENT The two parties agree that this Agreement is a complete expression of the terms hereto and any oral representations or understandings are not incorporated herein 10 AGREEMENT ADMINISTRATION The parties shall appoint representatives to review Agreement performances and resolve problems which cannot be dealt with by PACIFIC and AUBURNscontact persons 11 INVALID PROVISIONS If any provision of this Agreement is held invalid the remainder of the Agreement shall not be affected thereby if such remainder would then continue to serve the purpose and objective of the parties IN WITNESS WHEREOF the parties have executed this Agreement effective as of the date last written below CITY OF AUBURN Ki unty ton CITY OF PACIFIC King County Washington Date —CTJ 0 1Y12lezIC71 HOWARD ERICKSON MAYOR I c Date CD el ATTEST ØJ1d Danielle E Daskam CMC City Clerk AP Daniel B Heid City Attorney AEDAS 950 4 IIl0vLtic Albert A Abuan City Attorney Exhibit G Resolution NO3644 Page 4 of 4 ATTACHMENT 1 PORTION OF A STREET SOUTHEAST WITHIN THE CITY OF PACIFIC IN THE NE QUARTER OF SECTION 36 TWP 21 N R 4E WM THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 36 TOWNSHIP 21 NORTH RANGE 4 EAST WM DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF THE LANDS ANNEXED TO THE CITY OF AUBURN BY CITY OF AUBURN ORDINANCE NUMBER 1171 SAID CORNER BEING ON THE EAST MARGINAL LINE OF THE EAST VALLEY HIGHWAY ALSO KNOWN AS STATE HIGHWAY NO5AND AS A STREET SOUTHEAST THENCE SOUTHWESTERLY 600 FEET MORE OR LESS ALONG SAID EAST MARGINAL LINE TO A LINE PARALLEL WITH AND 1884 FEET SOUTHERLY WHEN MEASURED ALONG THE WEST LINE OF THE BURLINGTON NORTHERN SANTA FE RAILROAD RIGHTOFWAYFROM THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 36 THENCE WESTERLY ALONG SAID PARALLEL LINE TO THE WESTERLY RIGHTOFWAY LINE OF SAID EAST VALLEY HIGHWAY fSTREET SE THENCE NORTHERLY ALONG SAID WESTERLY RIGHTOFWAYLINE A DISTANCE OF 600 FEET MORE OR LESS TO THE SOUTH LINE OF SAID LANDS ANNEXED UNDER CITY OF AUBURN ORDINANCE NUMBER 1171 THENCE EASTERLY ALONG SAID SOUTH LINE TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Exhibit G Attachment 1 Resolution No 3644 Page 1 of 1 JIO0470 IIOIUOG4 IO—4JD RIGHT F WAY TO BE A NTAINE BY AUB R PACIFIC 3iIi z AUBURNvSyV 100 200 ATTACHMENT 2 RIGHT OF WAY IN PACIFIC TO BE MAINTAINED BY AUBURN Exhibit G Attachment2 Resolution3644 Page 1 of 1 SCALE 1 200 Plotted MAY 2003 RESOLUTION NO 3 6 4 9 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A LEASE AGREEMENT BETWEEN THE CITY AND VOICESTREAM PCS III CORPORATION FOR THE PURPOSE OF LEASING SPACE ON THE LAKELAND HILLS WATER TOWER FOR COMMUNICATION EQUIPMENT WHEREAS the City of Auburn has facilities from which cellular and telecommunication equipment could be attached and WHEREAS Voicestream PCS III Corporation has sought use of such facilities and has negotiated an agreement for use thereof with terms acceptable to the City THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREBY RESOLVES as follows Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute a Lease Agreement between the City and VoiceStream PCS III Corporation for the purpose of leasing space on the Lakeland Hills water tower for communication equipment in substantial conformity with the agreement attached hereto marked as Exhibit I and incorporated herein by this reference Resolution No 3649 November 7 2003 Page 1 Section 2 That the Mayor is authorized to implement such other administrative procedures as may be necessary to carry out the directives of this legislation SECTION 3 upon passage and signatures hereon Dated and Signed this z day That this Resolution shall take effect and be in full force 2003 ATTEST UBURN MAYOR Dahlelle E Daskam City Clerk Daniel B Heid City Attorney Resolution No 3649 November 7 2003 Page 2 Exhibit I SITE LEASE AGREEMENT THIS SITE LEASE AGREEMENTLease is by and between City of Auburn Landlord and VoiceStream PCS III Corporation a Delaware corporation Tenant 1 Lease Aqreement t a Landlord hereby leases to Tenant a portion of the real property legally described as follows THE SOUTH 17500 FEET OF THE EAST 11000 FEET OF THE WEST 139300 FEET OF THE SOUTHEAST QUARTER OF SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST WM CITY OF AUBURN RECORDS OF KING COUNTY WASHINGTON collectively referred to hereinafter as the Property The lease includes the right to operate a personal communications service antenna installation on the Landlordswater reservoir on the terms and conditions set forth herein b The Tenant agrees to the lease subject to the following terms and conditions Landlord hereby leases to Tenant the use of that portion of the Property as generally described and depicted in the attached Exhibit A collectively referred to hereinafter as the Lease Area The Lease Area located at Lakeland Hills Water Reservoir facility Auburn Washington comprises approximately an area not to exceed 2740 square feet c The lease shall be nonexclusive and shall not preclude the Landlord from granting a similar lease right license franchise etc to other carriers or other persons for telecommunications or any other purpose 2 Term The initial term of this Lease shall be five 5 years commencing on the date of execution of the Agreement the Commencement Date and terminating at midnight on the last day of the initial term the Initial Term 3 Antenna Facilities Tenant may use the Lease Area for the transmission and reception of radio communication signals and for the construction installation operation maintenance repair removal or replacement of related facilities necessary for the operation of a telecommunications facility as well as for access and utilities Tenant may only place its ground based telecommunications equipment within the portion of the Lease Area identified as the Compound on Exhibit A Tenant may install and maintain landscape plantings within the Lease Area In addition to using the Lease Area Tenant may utilize the Property to install and use underground conduits that begin at the Lease Area cross the Property in a generally straight line to the base of the water reservoir Reservoir and then extend up the side of the Reservoir to antennas which Tenant will install on the railing of the Reservoir as shown in Exhibit A hereinafter referred to as Antenna Facilities 4 Rent Tenant shall pay Landlord as rent Twelve Thousand and no100dollars 1200000 per year Rent Rent shall be payable within twenty 20 days following the Commencement Date and thereafter the Rent will be payable yearly no later than the anniversary of the Commencement Date to City of Auburn Water Utility Fund Account Number 430369900 at Landlordsaddress specified in Section 12 below The Rent shall increase annually over the Rent payable the preceding year by not less than three and one half percent 35 If the average increase in the Consumer Price Index Urban for the Seattle Tacoma Bremerton area CPI is greater than three and one half percent 35 over the period of the Term or any Renewal Term then the rate at which the Rent is increased annually during the following Renewal Term shall be adjusted to that CPI based average percentage rate If the average increase in the CPI is less than or equal to three and one half percent 35 over the period of the Term or any Renewal Term then the rate at which the Rent is increased annually during the following Renewal Term shall be three and one half percent 35 It shall be the responsibility of the Landlord to track the CPI and notify the Tenant of increases or reductions in the Rent Landlord shall notify Tenant within 90 Exhibit IResolution No 3649 Page 1 of 10 days of the commencement of the Renewal Term as to the revised rate at which the Rent shall be increased annually thereafter Landlord will invoice Tenant for back Rent due or refund over payment as necessary to correct the payment received for the first year of the Renewal Term Ifat any time the CPI ceases to incorporate a significant number of items if a substantial change is made in the method of establishing the CPI or if issuance of the CPI shall be discontinued then the Landlord and Tenant shall mutually agree upon another standard recognized cost of living index issued by the United States Government provided that if the parties cannot reach agreement on such other standard cost of living index then the Landlord shall select the index closest to the CPI In either case the substitute index chosen shall result in increases in the Rent similar to those that had been or would have been generated by the CPI Ifthis Lease is terminated at a time other than on the anniversary of the Commencement Date Rent shall be prorated as of the date of termination for any reason other than a default by Tenant and all prepaid Rent shall be refunded to Tenant within sixty 60 days 5 Renewal Tenant may extend this Lease for 5 additional fiveyear terms each a Renewal Term Each Renewal Term shall be on the same terms and conditions as set forth herein including the Rent increase set forth in Section 4 above This Lease shall automatically renew for each successive Renewal Term unless Tenant notifies Landlord in writing of Tenantsintention not to renew this Lease at least ninety 90 days prior to the expiration of the Initial Term or any Renewal Term Landlord may during any Renewal Term notify Tenant in writing of Landlordsintention not to renew this Lease for an additional Renewal Term which notice shall be provided to Tenant at least one hundred and eighty 180 days prior to the expiration of the then in effect Renewal Term If Tenant shall remain in possession of the Lease Area at the expiration of this Lease or any Renewal Term without a written agreement such tenancy shall be deemed a monthtomonthtenancy under the same terms and conditions of this Lease 6 Interference Tenant shall not use the Lease Area in any way which interferes with the use of the Property by Landlord TenantsAntenna Facilities and the use thereof shall not interfere with the use of any other communication or similar equipment of any kind and nature owned or operated by Landlord or other lessee licensees franchisees etc on the Property except as might be permitted by applicable laws provided however that subsequent to the installation by Tenant of the Antenna Facilities Landlord agrees to exercise reasonable care to assure equipment of subsequent providers leasing space on the Property does not interfere with Tenants Antenna Facilities operations The Landlord however is not in any way responsible or liable for any interference with Tenants use of Landlords Property which may be caused by the use and operation of any other tenantsequipment even if caused by new technology In the event that any other tenantsactivities interfere with Tenantsuse of Landlordsproperty and Tenant cannot work out this interference with other tenants Tenant may upon 30 days notice to Landlord terminate this lease and restore the LandlordsProperty to its original condition reasonable wear and tear excepted 7 Improvements Utilities Access a Tenant shall have the right at its expense to erect and maintain on the Lease Area improvements personal property and facilities necessary to operate its communications system including equipment shelters andor cabinets and related cables and utility lines and a location based system including coaxial cable base units and other associated equipment as such location based system may be permitted by any county state or federal agencydepartment Tennant shall have the right at its expense to erect and maintain on the Property including on Landlordswater reservoir improvements personal property and facilities necessary to operate its communications system including radio transmitting and receiving antennas and related cables and conduits and other associated equipment as such location based system may be permitted by any county state or federal agencydepartment Tenant shall have the right to alter replace and expand within the confines of the Lease Area as defined in Section 1 and without interference to other providers tenants enhance and upgrade the Antenna Facilities at any time during the term of this Lease Tenant shall cause all construction to occur lienfree and in compliance with all applicable laws and ordinances Landlord acknowledges that it shall not interfere with any aspects of construction including attempting to direct construction personnel as to the location of or method of installation of the Antenna Facilities The Exhibit IResolution No 3649 Page 2 of 10 Antenna Facilities shall remain the exclusive property of Tenant Tenant shall have the right to remove the Antenna Facilities at any time during and upon the expiration or termination of this Lease b Tenant at its expense may use any and all appropriate means of restricting access to the Compound including without limitation the construction of a fence c Tenant shall at Tenantsexpense keep and maintain the Lease Area and Antenna Facilities now or hereafter located on the Property in commercially reasonable condition and repair during the term of this Lease normal wear and tear excepted Upon termination or expiration of this Lease the Lease Area and Antenna Facilities areas shall be returned to Landlord in good usable condition normal wear and tear excepted within ninety 90 days d Tenant shall have the right to install utilities power and telephone at Tenantsexpense and to improve the present utilities on the Property including but not limited to the installation of emergency power generators Landlord agrees to cooperate with Tenant in its reasonable efforts to acquire necessary utility service Tenant shall wherever practicable install separate meters for utilities used on the Property by Tenant Landlord shall diligently correct any variation interruption or failure of utility service within Landlordscontrol e Prior to installation of equipment Tenant shall submit for Landlord review and approval which approval shall not be unreasonably withheld or delayed an electrical and grounding connection plan that assures no interference with the water tank cathodic protection system The plan shall include a 3 minimum diameter common use conduit enclosure for cables from the ground level to top of tank This conduit may be utilized by other telecommunication providers until such time as it is filled to capacity at which time new providers will need to pay for upsizing Upon Landlord approval of the plans Tenant may proceed to install and operate the Antenna Facilities fTennantshall have the right during the Initial Term and of this Lease and any Renewal Term for ingress and egress to the Property over the south fifteen 15 feet of Lot 6 Lakeland Hills Division Number 3 Extension according to the plat thereof recorded in Volume 145 of Plats pages 72 and 73 in King County Washington g Tenant shall have 24hoursaday 7daysaweek access to the Lease Area Access at all times during the Initial Term of this Lease and any Renewal Term In the event Landlord its employees or agents unreasonably deny Access to Tenant its employees or agents Tenant shall without waiving any other rights that it may have at law or in equity deduct from Rent amounts due under this Lease an amount equal to fifty and no100dollars per day for each day that Access is impeded or denied Access to Landlord facilities beyond the Lease Area including but not limited to the water reservoir site and the water reservoir require 48 hours notice to the Water Division Supervisor of the City of Auburn Water Utility phone 2539313066 Access to Landlord facilities will only occur with Landlord supervision Tenant agrees to reimburse Landlord for Landlord expenses attributed to supervising Tenant while accessing Landlord facilities The hourly rate for Landlord supervision during City standard office hours will be 3150 per hour in calendar year 2003 The hourly rate shall increase annually on January 1st over the hourly rate payable the preceding year by not less than three and one half percent 35 or the CPI Urban for the Seattle Tacoma area whichever is the greater unless a different hourly rate amount is negotiated 8 Termination Except as otherwise provided herein this Lease may be terminated without any penalty or further liability as follows a upon thirty 30 days written notice by Landlord if Tenant fails to cure a default for payment of amounts due under this Lease within that thirty 30 day period b immediately if Tenant notifies Landlord of unacceptable results of any title report environmental or soil tests prior to Tenantsinstallation of the Antenna Facilities on the Lease Area or if Tenant is unable to Exhibit IResolution No 3649 Page 3 of 10 obtain maintain or otherwise forfeits or cancels any license including without limitation an FCC license permit or any Governmental Approval necessary to the installation andor operation of the Antenna Facilities or Tenantsbusiness c upon ninety 90 days written notice by Tenant if the Lease Area or the Antenna Facilities are or become unacceptable under Tenantsdesign or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong d immediately upon written notice by Tenant if the Lease Area or the Antenna Facilities are destroyed or damaged so as in Tenantsreasonable judgment to substantially and adversely affect the effective use of the Antenna Facilities In such event all rights and obligations of the parties shall cease as of the date of the damage or destruction and Tenant shall be entitled to the reimbursement on a prorated basis of any Rent prepaid by Tenant If Tenant elects to continue this Lease then all Rent shall abate until the Lease Area andor the Antenna Facilities are restored to the condition existing immediately prior to such damage or destruction or e at the time title to the Property transfers to a condemning authority pursuant to a taking of all or a portion of the Property sufficient in Tenantsdetermination to render the Lease Area unsuitable for Tenantsuse Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking f Landlord may terminate this Lease if Landlord needs the Lease Area for expansion of Landlords responsibility to provide its services and Landlord has no reasonable or economical alternative site available provided Landlord provides Tenant written notice 12 months in advance of Landlordsneed to re establish the Landlordssole use of the Lease Area Upon Tenantsreceipt of written notice Tenant shall have six 6 months to submit to Landlord alternative locations for its Antenna Facilities Such alternative locations may be on the Property or other properties owned or managed by Landlord Landlord shall evaluate such alternatives and advise Tenant in writing if one or more of the alternatives is suitable to accommodate TenantsAntenna Facilities If so requested by the Landlord Tenant shall submit additional relevant information to assist the Landlord in making such evaluation Landlord shall give each alternative proposed by Tenant full and fair consideration within a reasonable time so as to allow for the relocation work to be performed in a timely manner In the event Landlord ultimately determines not less than ninety 90 days from the termination date that there is no other reasonable alternative Tenant shall remove its Antenna Facilities as otherwise provided in this Section 7 c of this Lease If an alternative location for Tenants Antenna Facilities is found Landlord and Tenant agree to enter into a new Lease Agreement with the same terms and conditions ofthis Lease g If for reasons related to public health safety or welfare or for any operational need of the Water Utility Landlord determines that this Lease must be terminated then Landlord reserves rights of unilateral termination and will do so by providing Tenant with a six month written notice h Tenant shall be entitled to a pro rata refund of its prepaid Rent for any termination of this Lease by Landlord pursuant to Subsection 8for 8g 9 Default and Riqht to Cure Notwithstanding anything contained herein to the contrary and without waiving any other rights granted to it at law or in equity each party shall have the right but not the obligation to terminate this Lease on written notice pursuant to Section 12 hereof to take effect immediately if the other party ifails to perform any covenant for a period of thirty 30 days after receipt of written notice thereof to cure or ii commits a material breach of this Lease and fails to diligently pursue such cure to its completion after sixty 60 days written notice to the defaulting party 10 Taxes Landlord shall pay when due all real property taxes or other fees and assessments for the Property including the Lease Area In the event that Landlord fails to pay any such real property taxes or other fees and assessments Tenant shall have the right but not the obligation to pay such owed amounts and deduct them from Rent amounts due under this Lease Notwithstanding the Exhibit IResolution No 3649 Page 4 of 10 foregoing Tenant shall pay any personal property tax State leasehold tax excise tax real property tax or any other tax or fee which are directly attributable to the presence or installation of the TenantsAntenna Facilities only for so long as this Lease has not expired of its own terms or is not terminated by either party Landlord hereby grants to Tenant the right to challenge whether in a Court Administrative Proceeding or other venue on behalf of Landlord andor Tenant any personal property or real property tax assessments State leasehold tax or excise tax that may affect Tenant If Landlord receives notice of any personal property or real property tax assessment State leasehold tax or excise tax against the Landlord which may affect Tenant and is directly attributable to Tenantsinstallation Landlord shall provide timely notice of the assessment to Tenant sufficient to allow Tenant to consent to or challenge such assessment Further Landlord shall provide to Tenant any and all documentation associated with the assessment and shall execute any and all documents reasonably necessary to effectuate the intent of this Section 10 11 Insurance and Subroqation and Indemnification a Tenant shall provide Commercial General Liability Insurance naming Landlord the City of Auburn as additional insured in an aggregate amount of Two Million and no100dollars 200000000 Tenant may satisfy this requirement by obtaining the appropriate endorsement to any master policy of liability insurance Tenant may maintain b Tenant shall indemnify protect defend and hold Landlord and its employees and agents harmless from and against any and all claims liabilities judgments costs damages and expenses including reasonable attorneysfees arising out of or in any way related to the Antenna Facilities including but not limited to the installation maintenance operation or removal thereof except to the extent that such claim liability judgment cost damage or expense arises out of the sole negligent act or omission or willful misconduct of Landlord or its employees or agents Landlord shall not be liable to Tenant its agents employees and contractors for damage to the Antenna Facilities or any other property belonging to Tenant from any cause except for any damage caused by the sole negligent act or omission or willful misconduct of Landlord or its employees or agents Tenant waives all claims against Landlord and its employees and agents for damage to persons or Antenna Facilities or property arising for any reason other than a claim based on the sole negligent act or omission or willful misconduct of Landlord or its employees or agents Landlord and its employees and agents shall have no liability to Tenant for any interruption of any utility service unless solely caused by the negligent act or omission or willful misconduct of Landlord or its employees or agents Should a court of competent jurisdiction determine that this Lease is subject to RCW 424115then in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Tenant and the Landlord its officers officials employees and volunteers the Landlordsliability hereunder shall be only to the extent of the Landlords negligence It is further specifically and expressly understood that the indemnification provided herein constitutes the Tenantswaiver of immunity under Industrial Insurance Title 51 RCW solely for the purposes of this indemnification This waiver has been mutually negotiated by the parties The provisions ofthis section shall survive the expiration or termination of this Lease 12 Notices All notices requests demands and other communications shall be in writing and are effective three 3 days after deposit in the US mail certified and postage paid or upon receipt if personally delivered or sent by nextbusinessday delivery via a nationally recognized overnight courier to the addresses set forth below Landlord or Tenant may from time to time designate any other address for this purpose by providing written notice to the other party Exhibit IResolution No 3649 Page 5 of 10 If to Tenant to VoiceStream Wireless Corporation Attn PCS Lease Administrator 12920 SE 38th Street Bellevue WA 98006 With a copy to VoiceStream Wireless Corporation Attn Legal Department 12920 SE 38th Street Bellevue WA 98006 If to Landlord to Public Works Director City of Auburn 25 West Main St Auburn WA 98001 With a copy to VoiceStream PCS III Corporation Attn Lease Administration Manager 19807 North Creek Parkway Bothell WA 98011 With a copy to City Attorney City of Auburn 25 West Main St Auburn WA 98001 13 Quiet Enjoyment Title and Authority Landlord covenants and warrants to Tenant that i Landlord has full right power and authority to execute this Lease ii it has good and unencumbered title to the Property free and clear of any liens or mortgages except those disclosed to Tenant and which will not interfere with Tenantsrights to or use of the Lease Area and iii execution and performance of this Lease will not violate any laws ordinances covenants or the provisions of any mortgage lease or other agreement binding on Landlord 14 Environmental Laws Landlord represents that it has no knowledge of any substance chemical or waste collectively Hazardous Substance on the Property that is identified as hazardous toxic or dangerous in any applicable federal state or local law or regulation Landlord and Tenant shall not introduce or use any Hazardous Substance on the Property in violation of any applicable law Landlord shall be responsible for and shall promptly conduct any investigation and remediation as required by any applicable environmental laws for all spills or other releases of any Hazardous Substance not caused in whole or in part by Tenant that have occurred or which may occur on the Property Each party agrees to defend indemnify and hold harmless the other from and against any and all administrative and judicial actions and rulings claims causes of action demands and liability collectively Claims including but not limited to damages costs expenses assessments penalties fines losses judgments and reasonable attorney fees that the indemnitee may suffer or incur due to the existence or discovery of any Hazardous Substances on the Property or the migration of any Hazardous Substance to other properties or the release of any Hazardous Substance into the environment collectively Actions that relate to or arise from the indemnitorsactivities on the Property Landlord agrees to defend indemnify and hold Tenant harmless from Claims resulting from Actions on the Property not caused by Landlord or Tenant prior to and during the Initial Term and any Renewal Term of this Lease The indemnifications in this section specifically include without limitation costs incurred in connection with any investigation of site conditions or any cleanup remedial removal or restoration work required by any governmental authority This Section 14 shall survive the termination or expiration of this Lease 15 Assignment and Subleasing All of the terms and provisions contained herein shall inure to the benefit of and shall be binding upon the parties hereto and their respective heirs legal representatives successors and assigns This Agreement shall not be assigned by Tenant without the express written consent of the Landlord which consent shall not be unreasonably withheld delayed or conditioned Any attempted assignment in violation of this Section shall be void The transfer of the rights and obligations of Tenant to a parent subsidiary or other affiliate of Tenant or to any successorininterestor entity Exhibit IResolution No 3649 Page 6 of 10 acquiring fiftyone percent 51 or more of Tenants stock or assets shall not be deemed an assignment Tenant shall give to Landlord thirty 30 days prior written notice of any such transfer Additionally Tenant may upon notice to Landlord mortgage or grant a security interest in this Lease and the Antenna Facilities and may assign this Lease and the Antenna Facilities to any mortgagees or holders of security interests including their successors or assigns collectively Mortgagees provided such Mortgagees agree to be bound by the terms and provisions of this Lease In such event Landlord shall execute such consent to leasehold financing as may reasonably be required by Mortgagees Landlord agrees to notify Tenant and TenantsMortgagees simultaneously of any default by Tenant and to give Mortgagees the same right to cure any default as Tenant or to remove any property of Tenant or Mortgagees located on the Lease Area except that the cure period for any Mortgagees shall not be less than thirty 30 days after receipt of the default notice as provided in Section 9 of this Lease All such notices to Mortgagees shall be sent to Mortgagees at the address specified by Tenant Failure by Landlord to give Mortgagees such notice shall not diminish Landlordsrights against Tenant but shall preserve all rights of Mortgagees to cure any default and to remove any property of Tenant or Mortgagees located on the Lease Area 16 Successors and Assiqns This Lease granted herein shall run with the land and shall be binding upon and inure to the benefit of the parties their respective successors personal representatives and assigns This Agreement shall not be assigned by Tenant without the express written consent of the Landlord which consent shall not be unreasonably withheld delayed or conditioned 17 Removal of Antenna Facilities The Antenna Facilities are and shall remain the property of the Tenant and upon the expiration or earlier termination of this Lease Tenant shall at Tenantssole cost and expense remove the Antenna Facilities and restore the Lease Area to its original condition normal wear and tear excluded 18 Miscellaneous a The substantially prevailing party in any litigation including any arbitration to which the parties shall submit arising hereunder shall be entitled to its reasonable attorneys fees and court costs including appeals if any b This Lease constitutes the entire agreement and understanding of the parties and supersedes all offers negotiations and other agreements There are no representations or understandings of any kind not set forth herein Any amendments to this Lease must be in writing and executed by both parties At such time as the Auburn City Council approves any regulation affecting telecommunications Tenant agrees to amend this Lease as determined by the Landlord in order to comply with any future ordinance related to telecommunications provided however that in no event shall such regulation imaterially interfere with or affect Tenantsoperation of its Antenna Facilities or ii increase Tenantsfinancial obligations under the terms of this Lease except as provided herein or impose some new financial obligations not already contemplated by this Lease No amendment change or modification of this Lease shall be valid unless in writing and signed by all parties hereto c Each party agrees to cooperate with the other in executing any documents including a Memorandum of Lease in substantially the form attached hereto as Exhibit B necessary to protect its rights or use of the Lease Area The Memorandum of Lease may be recorded in place of this Lease by either party In the event the Property is encumbered by a mortgage or deed of trust Landlord agrees upon request of Tenant to obtain and furnish to Tenant a nondisturbanceand attornment agreement for each such mortgage or deed of trust in a form reasonably acceptable to Tenant Tenant may obtain title insurance on its interest in the Lease Area d This Lease shall be construed in accordance with the laws of the state in which the Property is located Exhibit IResolution No 3649 Page 7 of 10 e If any term of this Lease is found to be void or invalid such finding shall not affect the remaining terms of this Lease which shall continue in full force and effect The parties agree that if any provisions are deemed not enforceable they shall be deemed modified to the extent necessary to make them enforceable No provision of this Lease will be deemed waived by either party unless expressly waived in writing signed by the waiving party No waiver shall be implied by delay or any other act or omission of either party No waiver by either party of any provision of this Lease shall be deemed a waiver of such provision with respect to any subsequent matter relating to such provision f The persons who have executed this Lease represent and warrant that they are duly authorized to execute this Lease in their individual or representative capacity as indicated g This Lease may be executed in any number of counterpart copies each of which shall be deemed an original but all ofwhich together shall constitute a single instrument h All Exhibits referred to herein and any Addenda are incorporated herein for all purposes The parties understand and acknowledge that Exhibit A the Lease Area Compound and Antenna Facilities location within the Property and Exhibit B Memorandum of Lease are attached to this Site Lease Agreement The terms of all Exhibits are incorporated herein for all purposes iIf Landlord is represented by any broker or any other leasing agent Landlord is responsible for all commission fees or other payment to such agent and agrees to indemnify and hold Tenant harmless from all claims by such broker or anyone claiming through such broker If Tenant is represented by any broker or any other leasing agent Tenant is responsible for all commission fee or other payment to such agent and agrees to indemnify and hold Landlord harmless from all claims by such broker or anyone claiming through such broker 19 Headinqs The caption and paragraph headings used in this Lease are inserted for convenience of reference only and are not intended to define limit or affect the interpretation or construction of any term or provision hereof 20 Liens Except with respect to activities for which Landlord is responsible Tenant shall pay as due all claims for work done on and for services rendered or material furnished to the Antenna Facility and shall keep the Antenna Facility free from all liens The effective date Of this Lease is the date of execution by the last party to sign the Effective Date Exhibit IResolution No 3649 Page 8 of 10 By LANDLORD Printed Name Peter B Lewis Its Mayor Date Taxpayer ID Number 916001228 TENANT By Printed Name Its Date VoiceSream PCS III Corporation a Delaware corporation Affairs Exhibit IResolution No 3649 Page 9 of 10 STATE OF ss COUNTY Of I certify that I know or have satisfactory evidence that PCCr ZcW is the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the h free and vol t of such pay for the uses and uoses entioned in the instrument Dated or qyoN2 0 rF o w Use this space for notary stampseal NotaryPublic Print Name residing at My commission expires 0 STATE OF J SS COUNTY OF IN7 Icertify that Iknow or have satisfactory evidence that is the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the of VoiceStream PCS III Corporation a Delaware corporation to be the free and lurhartlJllri r pay for the uses and pustioned in the instrument Dated 5 4 IotrFio Ct intNe Georgia Lm May 2XOJMy commission expires Use this space for notary stampseal Exhibit IResolution No 3649 Page 10 of 10 EXHIBIT A I Lease Area s Exhibit A Lease Area Resolution No 3649 Page 1 of I RESOLUTION NO3 6 5 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR TO EXECUTE A FRANCHISE AGREEMENT BETWEEN THE LAKEHAVEN UTILITY DISTRICT AND THE CITY OF AUBURN ALLOWING THE LAKE HAVEN UTILITY DISTRICT TO CONNECT INSTALL OPERATE MAINTAIN AND REPAIR WATER SYSTEM FACILITIES AND APPURTENANCES IN OVER ALONG ACROSS AND UNDER THE FRANCHISE AREA FOR THE PURPOSE OF PROVIDING WATER SERVICE WHEREAS the Lakehaven Utility District currently owns operates and maintains a water system within Auburns public right of way located in the franchise area and WHEREAS the Lakehaven Utility District is seeking a new comprehensive franchise with Auburn for public water facilities installed within Auburnscurrent and future public right of way and WHEREAS in order to maintain control over the use of City of Auburn rightofways by utilities operating within the City of Auburn it is appropriate to enter into franchise agreements with such utilities and WHEREAS Lakehaven Utility District is such a utility and has negotiated this franchise agreement with the City of Auburn acceptable to both parties and Resolution No 3650 January 20 2004 Page 1 WHEREAS the City of Auburn has determined that it is in the best interests of the public to grant the Lakehaven Utility District a water franchise on the terms and conditions set for in this Agreement NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor of the City of Auburn is herewith authorized to execute a Franchise Agreement between the Lakehaven Utility District and the City of Auburn in substantial conformity with the Agreement attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This resolution shall be in full force and effect upon passage and signatures hereon Resolution No 3650 January 20 2004 Page 2 ltJDATEDthisk day 0itatl72004 ATTEST 1 v il 1 IV x CAJJv1t Danielle E Daskam City Clerk Resolution No 3650 January 202004 Page 3 CITY OF AUBURN PETER B LEWIS MAYOR Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 111111111111111120041108003Z24PACIFICNWTITAG PAGE001 OF IU611080041448 KING COUNTY WA RECORDERS COVER SHEET Document Titles or transactions contained therein li frv Ilv T L LqI Franchise Agreement Resolution No 3650 Reference Numbersof Documents assigned or released DAdditional reference s on page of document GrantorsBorrowersLast name first then first name and initials Auburn City of GranteeAssigneeBeneficiary Last name first 1 Lakehaven Utility District IU w Legal Description abbreviated ielot block plat or section township range PER RCW 3934 o Additional legal is on page of document AssessorsProperty Tax ParcelAccount Number NA oAssessor Tax not yet assigned EXHIBIT A CITY OF AUBURN WASHINGTON WATER FRANCHISE AGREEMENT WITH THE LAKEHAVEN UTILITY DISTRICT ANCHISE AGREEMENT made and entered into this zd day of 2004 by and between the CITY OF AUBURN Washington and KEHAVEN UTILITY DISTRICT WITNESSETH WHEREAS the Lakehaven Utility District currently owns operates and maintains a water system within Auburnspublic rightofway located in the franchise area and WHEREAS the Lakehaven Utility District is seeking to establish a comprehensive franchise with the City ofAuburn for water system lines within Auburnscurrent and future public rightofway and WHEREAS in order to maintain control over the use of City of Auburn rightsofway by utilities operating within the City of Auburn it is appropriate to enter into franchise agreements with such utilities and WHEREAS Lakehaven Utility District is such a utility and has negotiated this franchise agreement with the City of Auburn acceptable to both parties and WHEREAS the City of Auburn has determined that it is in the best interests of the public to grant the Lakehaven Utility District a franchise on the terms and conditions set forth in this franchise agreement NOW THEREFORE THE CITY OF AUBURN AND THE LAKEHAVEN UTILITY DISTRICT AGREE AS FOLLOWS SECTION 1 DEFINITIONS Where used in this franchise agreement Franchise the following definitions shall apply 11 Franchisee means the Lakehaven Utility District a Washington municipal corporation and its respective successors and assigns 12 City means the City of Auburn a Washington municipal corporation 13 Franchise Area means all of the public roads streets avenues alleys highways and other rightsofway of the City as now laid out platted dedicated or improved and any and all public City roads streets avenues alleys highways and other rightsofway that may hereafter be laid out platted dedicated or improved within the area in which the City has jurisdiction as described in Attachment 1 and as depicted in Exhibit A Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 1 of 12 Attachment 2 both attachments attached hereto which is by this reference incorporated as if fully set forth herein provided that the Franchise Area shall not include or convey any right to the Franchisee to install facilities on or to otherwise use City owned or leased properties and provided that the terms of this franchise ie permitting and enforcement shall not apply to those public roads streets avenues alleys highways and other rightsofway that may hereafter be laid out platted dedicated or improved within the area as described in Attachment 1 and depicted in Attachment 2 until such time that the City has assumed jurisdiction thereof 14 Facilities means the Franchiseeswater system lines mains pump stations appurtenances and all other necessary or convenient appurtenances for the purpose of providing water service SECTION 2 FRANCHISE GRANT Subject to the terms and conditions set forth in this Franchise the City grants to the Franchisee the right to construct own and maintain its Facilities including but not limited to water pipelines pump stations and appurtenances within the Citys public rightofway and the Franchiseeswater service area In exercising authority to construct and install its Facilities and to excavate trenches in City roads for the purposes of constructing installing operating maintaining removing and replacing its Facilities and making connections between the same to the dwellings and other buildings of the consumers the Franchisee shall be governed by and conform to the general rules adopted by the Public Works Department of the City and the Franchisee at no expense to the City shall complete all work and shall replace and restore the City roads to the condition of the City roads existing immediately prior to such disturbance PROVIDED HOWEVER that no such work shall be done prior to the obtaining of a permit therefor issued by the Citys Public Works Director hereinafter Director which permit shall set forth conditions pertaining to the work to be done and specifications for the restoration of the roads tothe same condition as they were immediately prior to such work If the Franchisee does not repair the City roads to the satisfaction ofthe Director the City may at its sole discretion repair such City roads or cause them to be repaired and the Franchisee hereby agrees to reimburse the City for the cost of such work including reasonable overhead costs SECTION 3 FRANCHISE TERM This Franchise shall take full force and effect five calendar days after being approved by the City and shall be valid for a period of 25 years expiring in 2029 provided that this Franchise shall not take effect and the Franchisee shall have no rights under this Franchise unless the Franchisee files a written acceptance of this Franchise with the City pursuant to Section 4 of this Franchise SECTION 4 ACCEPTANCE BY FRANCHISEE OF TERMS AND CONDITIONS The full acceptance of this Franchise and all of its terms and conditions shall be filed with the City Clerk within fortyfive 45 days from the date of the resolution approving this Franchise by the Franchiseesduly elected Board of Commissioners Full acceptance of this Franchise is a condition precedent to its taking effect and unless this Franchise is Exhibit gAuburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 2 of 12 accepted within the time specified this grant will be null and void and have no force or effect SECTION 5 NONEXCLUSIVEFRANCHISE This Franchise is not exclusive It does not prohibit the City from granting franchises for other public or private utilities in over along across and under any City property including the Franchise Area This Franchise does not prevent or prohibit the City from constructing altering maintaining or using any of the Franchise Area The City retains full power to make all changes relocations repair maintenance or other workto or in the Franchise Area as the City deems fit SECTION 6 JURISDICTION This Franchise is intended to convey limited rights and interest only as to those roads and rightsofway in which the City has an actual interest within the Franchise Area It is not a warranty of title or of interest in City road rightsofway None of the rights granted to the Franchisee shall affect the jurisdiction of the City over City road rightsofway or the Citys power to perform work upon its roadways rightsofwayor appurtenant drainage facilities including by constructing altering renewing paving widening grading blasting or excavating The parties shall comply with all applicable rules and regulations pertaining to them in connection with the matters covered herein SECTION 7 REGULATION OF USE AND CONTROL This Franchise does not deprive the City of any powers rights or privileges it now has or may later acquire in the future to regulate the use of and to control the City road rightsof way covered by this Franchise The City reserves the right and power at all times to exercise its police powers with respect to the time manner and location of the placement of the FranchiseesFacilities SECTION 8 EMINENT DOMAIN This Franchise and the limited rights and interests granted by this Franchise are subject to the exercise of eminent domain In the event of an exercise of eminent domain by the City the value to be attributed to all the rights and interests granted under this Franchise shall not exceed the actual amount the Franchisee paid to the City in obtaining this Franchise SECTION 9 VACATION If at any time the City vacates any City rightsofwaycovered by this Franchise the City will not be held liable for any damages or loss to the Franchisee by reason of such vacation The City may after giving thirty 30 days written notice to the Franchisee terminate this Franchise with respect to any City road or rightsofway vacated However should Franchisee notify the City that an easement is required for existing or proposed facilities within the proposed vacation area the City shall withhold approval of such vacation until the Franchisee has notified the City that the necessary easementshave been secured or provisions otherwise made to maintain the viability and use of existing Facilities Exhib A Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 3 of 12 SECTION 10 ENFORCEMENT The Citysfailure to enforce any provision of this Franchise does not constitute a waiver of its right to enforce that provision or any other provision of this Franchise SECTION 11 INDEMNITY AND HOLD HARMLESS 111 The Franchisee shall defend indemnify and hold harmless the City its appointed and elected officials and its employees and agents from and against liability for all claims actions injuries demands liabilities losses costs damages and judgments including costs of defense thereof collectively referred to as damages for injury to persons death or property damage caused by arising out of or incidental to the Franchiseesexercise of the rights and privileges granted by this Franchise except for damages caused by or arising out of the Citys sole negligence In the event that any such claim or demand for damages is presented to or filed with the City or if any suit or action is initiated against the City based on such claims or demands for damages the City shall promptly notify the Franchisee of the claim demand suit or action and the Franchisee shall have the right at its election and its sole cost and expense to settle and compromise such claim demand suit or action or defend the same at the Franchisees sole cost and expense 112 If it is determined that RCW 424115 applies to this Franchise the Franchisee agrees to defend hold harmless and indemnify the City to the maximum extent permitted under that statute and specifically for the Franchiseesnegligence concurrent with that of the City to the full extent of the Franchiseesnegligence SECTION 12 INSURANCE 121 The Franchisee shall keep a policy of insurance in force with a minimum limit of five million dollars 500000000 Verification of insurance coverage is a condition precedent to the effectiveness of this Franchise 122 The insurance shall be maintained in full force and effect at the Franchiseessole expense throughout the term of the Franchise and should such insurance be terminated this Franchise shall terminate as of the date of the termination of insurance coverage 123 The coverage provided by the Franchiseesinsurance policies shall be primary to any insurance maintained by the City except as to losses or damages attributable to the sole negligence of the City Any insurance maintained by the City that might relate to this Franchise shall be in excess to the Franchiseesinsurance and shall not contribute with or to it The City has no obligation to report occurrences to the insurance companies unless a claim is filed with the Citys City Council and the City has no obligations to pay the Franchiseespremiums 124 The Franchisee shall be solely and completely responsible to perform all work related to this Franchise in compliance with all applicable federal state county and city statutes rules regulations ordinances orders and codes The Franchisees attention is directed to the requirements of the Washington Industrial Safety and Health Act Chapter4917 RCW The Franchisee shall be solely and completely responsible for Exhibit MAM Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 4 of 12 safety and safety conditions on its job sites and for its work within the Franchise Area including the safety ofall persons and property during perfonmance of any works therein The services of the City or Citysconsultant personnel in conducting construction review of the Franchiseeswork relating to the Franchise is not intended to include review of the adequacy of the Franchiseeswork methods equipment scaffolding or trenching or safety measures in on or near such Franchise Area or job site The Franchisee shall provide safe access for the City and its inspectors to adequately inspect the work and its conformance with applicable statutes ordinances rules regulations and the Franchise SECTION 13 INSTALLAlON REPAIR REMOVAL OR RELOCATION 131 The Franchisee shall at no expense to the City expeditiously repair all existing Facilities that it owns within the Franchise Area including any damage caused directly or indirectly by its Facilities all appurtenant Facilities and service lines connecting its system to users if the City requires such repair for any reasonable purpose 132 The Franchisee shall at no expense to the City adjust remove or relocate existing Facilities within the Franchise Area including all appurtenant Facilities and service lines connecting its system to users if the City determines such adjustment removal or relocation is reasonably necessary to allow for an improvement or alteration planned by the City The City shall give the Franchisee written notice of such requirement as soon as practicable The written notice shall include all available information such as plans and specifications as is reasonably necessary for the Franchisee to plan for such adjustment removal or relocation 133 FranchiseesFacilities shall be constructed installed maintained and repaired within the Franchise Area so as to provide safety of persons and property and not interfere with the free passage of traffic all in accordance with the laws of the State of Washington and the ordinances resolutions rules and regulations of the City 134 For projects that are a part of the Citys capital improvement program in addition to any other notice given to the Franchisee the City shall provide a copy of the capital improvement plan and six 6 year transportation improvement plan when requested Further the City shall provide a horizontal plan and vertical profile of the roadway and drainage facilities within it both existing and as proposed by the City and the proposed construction schedule The initial design information shall be given at least one hundred and eighty 180 days before construction is scheduled to begin except in cases of urgent construction or emergencies The Franchisee shall respond to this notice and to any later notices of revised designs within twenty 20 days of the date of the notice by providing to the City the Franchiseesbest available information as to the location of all the FranchiseesFacilities including all appurtenant Facilities and service lines connecting its system to users and all Facilities that it has abandoned within the area proposed for the project 135 The City shall offer the Franchisee the opportunity to participate in the preparation of bid documents for the selection ofa contractor to perform the public works project as well as all required adjustments removals or relocations of the Franchisees Facilities The City shall have sole authority to choose the contractor to perform such Exhibit A Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page50f12 work Such bid documents shall provide for an appropriate cost allocation between the parties In addition to the Franchiseesallocation of contractor costs the Franchisee shall reimburse the City for all costs to include but not be limited to legal engineering inspections administration andor soils testing related to the Franchiseeswork and reasonably incurred by the City in the administration of such joint construction contracts Such costs shall include the direct salary cost of the time of City professional and technical personnel including the Citys consultants spent productively engaged in such work plus overhead costs at the standard rate charged by the City on other similar projects The specific terms of the joint participation on any public work shall be as set forth in a written agreement between the parties 136 It is understood that emergency situations may arise that could threaten public health andor continued operation of the Franchiseesutility system and the Franchisee may be unable to notify the City in the manner prescribed in Section 14 ofthis Franchise In such a situation the Franchisee shall immediately cQrrect the hazardous situation and continue to use best efforts to contact the City staff The Emergency Phone Number for the City of Auburn is 253 9313048 and that for the Lakehaven Utility District is 253 9411516 Dialing 911 is advised for emergency situations that may result in imminent threats to life andor property SECTION 14 REQUIREMENT OF CONSTRUCTION PERMITS 141 The Franchisee has the right privilege and authority to enter the City road rightsofway for the purpose of constructing installing operating maintaining replacing or repairing its Facilities on the condition that it obtains construction excavation and rightofway use permits issued by the City Any work performed whether by Franchisee its contractors or third parties shall include necessary paving patching grading and any other reasonably necessary repair or restoration to the City rightsofway All work shall be done to the Citys satisfaction 142 All equipment pipelines and appurtenances which are used in the construction installation operation maintenance or repair of the FranchiseesFacilities and which are located within the City road rightsofway and owned by the Franchisee shall be considered to be part of the Franchiseessystem and shall be the responsibility of the Franchisee All permits for the construction installation operation maintenance or repair of the Franchiseessystem shall be applied for and given in the name of the Franchisee who will be responsible for all work done under the permit The Franchisee remains responsible whether the work is performed by the Franchisee its contractors or by third parties 143 When required by the Citys Public Works Director the Franchisee shall post a bond to the City in the amount sufficient for any road repair or restoration The amount of the bond shall be set by the City and must be filed with the City before a permit will be issued Exhibit KA Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 6 of 12 SECTION 15 PERFORMANCE OF WORK 151 Any work performed by the Franchisee in the Franchise Area shall conform to all City ordinances and requirements including but not limited to Auburn City Code and the Citys Design and Construction Standards in force when the work is performed All traffic control shall conform to the current edition ofthe Manual of Uniform Traffic Control Devices in force when the work is performed 152 If work performed under this Franchise makes it necessary to turn off or diminish water pressure or potential flow to any fire hydrant the Franchisee shall notify the Citys Fire Department by telephone and by written notice that water pressure or fire flow conditions have been affected Except in the case of an emergency the notice shall be provided at least 48 hours prior to the water pressure or potential flow being suspended or diminished If more than one fire hydrant will be affected the Franchisee shall provide a map of the affected area to the Fire Department Outofservicefire hydrants must be identified as not operational by covering with a properly secured burlap or plastic bag Fire hydrants should be returned to full service as soon as reasonably possible or no longer than two working days from the date service was suspended or diminished The Franchisee shall notify the Citys Fire Department when the hydrants isare returned to full service SECTION 16 RESTORATION OF CITY RIGHTSOFWAY After performing work on under or adjacent to City road rightsofway the Franchisee is responsible for and shall leave all City road rightsofwayin the condition ofthe City road rightsofway existing immediately prior to such disturbance If the Franchisee its contractors or third parties working under permit should fail to diligently restore City road rightsofway to the satisfaction of the City the City may make such repairs or restorations as are necessary to return the City road rightsofway to a condition reasonably comparable to the condition ofthe City road rightsofwayexisting immediately prior to such disturbance Upon presentation of an itemized invoice for repairs or restorations including all applicable costs both direct and indirect to include but not be limited to the cost of labor tools materials and equipment the Franchisee shall pay the invoice within sixtyfive 65 days of its receipt and approval SECTION 17 INFORMATION ON LOCATION OF FACILITIES The Franchisee shall provide the City with all information requested by the City regarding the location of the Franchisees current Facilities including but not limited to copies ofall record drawings for such Facilities If the Franchisee performs any work to install repair reconstruct or replace Facilities in the Franchise Area after this Franchiseseffective date the Franchisee shall provide the City with all information requested by the City regarding the location of those Facilities including but not limited to copies of record drawings Exhibit KN Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 7 of 12 SECTION 18 COORDINATION OF WORK IN FRANCHISE AREA To facilitate the coordination of work in City rightsofway if either the Franchisee or the City plans to make excavations in the Franchise Area the party planning such excavation shall provide written notice to the other of the planned excavation affording the other party the opportunity to share in the excavation provided that 1 such joint use shall not unreasonably delay the work of the party causing the excavation to be made 2 such joint use shall be arranged and accomplished on terms and conditions satisfactory to both parties and 3 either party may deny such request for safety reasons SECTION 19 BLASTING REQUIREMENTS The Franchisees right to construct install operate maintain and repair Facilities does not preclude the City its agents or contractors from blasting grading or doing other road work contiguous to the FranchiseesFacilities When practical the City shall give the Franchisee fortyeight 48 hours notice of blasting or excavating SECTION 20 SURVEY MARKERS AND MONUMENTS Before any work is performed under this Franchise the Franchisee shall establish two or more reference marks to all monuments and markers of every nature relating to subdivisions plats rightsofway and all other surveys The reference points shall be located so that they will not be disturbed during any of Franchiseesoperations under this Franchise The method of referencing monuments or other markers or points shall be approved by the City before placement The replacement of all markers or monuments disturbed during any construction of the Franchisee shall be made as promptly as conditions permit The cost of monuments or markers lost destroyed or disturbed and the expense or replacement with approved markers or monuments shall be borne by the Franchisee SECTION 21 RESERVATION OF RIGHTS 211 The City reserves the right to impose to the extent authorized by law a utility tax on the Franchisee andor to charge the Franchisee a reasonable fee for services provided or rights granted under this Franchise 212 The Franchisee agrees that it shall be subject to all authority now or later possessed by the City or any other governing body having competent jurisdiction to fix just reasonable and compensatory rates for services under this Franchise 213 The City reserves the right upon thirty 30 days written notice to the Franchisee to amend or modify the provisions or conditions of this Franchise to conform to any state county federal or City statute ordinance rule or regulation The City may terminate this Franchise upon thirty 30 days written notice to the Franchisee if the Franchisee fails or refuses to comply with such amendment or modification Exhibit A Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page8of12 SECTION 22 ASSIGNMENT The Franchisee shall not have the right to assign this Franchise without the written consent of the City No assignment shall be effective unless an acceptance by the assignee of all rights conditions terms provisions and responsibilities contained within the Franchise as well as surety bonds which the City deems necessary to be posted are received as allowed by law The Citysapproval ofthe assignment may be made subject to the assigneesacceptance of new or modified terms of the Franchise SECTION 23 PENAL TY FOR VIOLATION OF CONDITIONS If the Franchisee fails to comply with any material term condition or responsibility under this Franchise the City may provide the Franchisee with written notice of the Citysintent to revoke the Franchise if the Franchiseesfailure is not cured within thirty 30 days of the date of the notice During the thirty 30 days following the date of the notice the Franchisee shall have the opportunity to remedy the failure to comply A public hearing shall be scheduled before the Auburn City Council at least thirty 30 days following the notification on the issue of the revocation If at the hearing the City Council finds that grounds exist to revoke the Franchise under this paragraph and that the revocation is in the public interest the City Council may by resolution revoke the Franchise The revocation shall be effective ninety 90 days after the public hearing SECTION 24 EXPIRATION AND RENEWAL 241 If the Franchisee requests a renewal ofthis Franchise prior to its expiration date which renewal shall be granted on terms reasonable to the parties unless the City can demonstrate in good faith that such renewal would be contrary to its operation ofthe right of way the City may at the Citys sole discretion extend the term of this Franchise for up to one year beyond the expiration date to allow for processing of the renewal If the City elects to extend the term ofthis Franchise written notice ofthe extension shall be provided to the Franchisee prior to the Franchise expiration date 242 If the Franchisee has not requested a renewal of this Franchise prior to its expiration date the City has the right upon thirty 30 daysprior notice to the Franchisee to remove or relocate any ofthe FranchiseesFacilities as is reasonably necessary for the publics health welfare or safety orforthe construction alteration or improvement of the Franchise Area or for the construction or installation oflines or facilities of other franchise holders The Franchisee shall be liable for costs incurred in any removal or relocation of the FranchiseesFacilities under this section 243 Upon the expiration of this Franchise the Franchisee shall continue to be responsible for the operation and maintenance of the Franchiseesexisting facilities in the Franchise Area but shall not have the right to provide additional services This Section and Sections 11 13 14 15 16 18 and 20 of this Franchise shall continue in force until such time as the FranchiseesFacilities are abandoned to the Citys satisfaction Exhibit A Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page g of 12 SECTION 25 COMPLIANCE WITH LAWS The Franchisee shall conform to all applicable federal state and local laws and regulations including but not limited to the State Environmental Policy Act and the Citys Environmental Standards and Ordinances SECTION 26 NONDISCRIMINATION CLAUSE In all hiring or employment made possible or resulting from this Franchise there shall be no discrimination against any employee or applicant for employment because of sex sexual orientation age race color national origin marital status or the presence of any sensory mental or physical handicap unless based upon a bona fide occupation qualification No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Franchise on the grounds of sex sexual orientation race color national origin age except minimum age and retirement provisions marital status or the presence of any sensory mental or physical handicap SECTION 27 NOTICE All notices between the two agencies hereunder may be delivered or mailed If mailed they shall be sent to the following respective addresses City ofAuburn Lakehaven Utility District City Engineer General Manager 25 West Main Street 31627 1st Ave South Auburn WA 980014998 PO Box 4249 Tel 2539313010 Federal Way WA 980634249 Tel 2539411516 or to such other representative addresses as either party may hereafter from time to time designate in writing All notices and payments mailed by regular post including first class shall be deemed to have been given on the second business day following the date of mailing if properly mailed and addressed Notices and payments sent by certified or registered mail shall be deemed to have been given on the day next following the date of mailing if properly mailed and addressed For all types of mail the postmark affixed by the United States Postal Service shall be conclusive evidence of the date of mailing If an emergency situation develops it is recommended that the City or the Franchisee call 911 to solicit an emergency response SECTION 28 ATTORNEYS FEES If either party shall be required to bring any action to enforce any provision of this Franchise or shall be required to defend any action brought by the other party with respect to this Franchise and in the further event that one party shall substantially prevail in such action the losing party shall in addition to all other payments required therein pay all of the prevailing partysreasonable costs in connection with such action including such sums as the court or courts may adjudge reasonable as attorneysfees in trial court and in appellate courts Exhibit MN Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 10 of 12 SECTION 29 SEVERANCE If any term provision condition or portion of this Franchise is held to be invalid such invalidity shall not affect the validity of the remaining portions ofthis Franchise which shall continue in full force and effect unless the dominant purpose of the Franchise would be prevented or the public interest would no longer be served as determined by the City SECTION 30 EFFECTIVE DATE The resolution approving the Franchise having been introduced at least five days prior to its date of passage and submitted to the city attorney and being approved by at least a majority of the entire city council at a regular city council meeting shall take effect and be in force five calendar days after its passage and approval by both parties to this Franchise SECTION 31 EXISTING UTILITIES This Franchise shall govern existing and future water system facilities currently owned operated and maintained by Lakehaven Utility District within the City of Auburn SECTION 32 DISPUTE RESOLUTION In the event that a dispute arises with regard to the terms of this Franchise Agreement either party may request that the dispute be submitted to nonbinding mediation or arbitration prior to court action Such request for nonbinding mediation or arbitration shall be made in writing and mailed by first class US Mail to the other party The mediator or arbitrator shall be chosen by agreement of the parties Either party may refuse to submit to the dispute resolution process Refusal to engage in the dispute resolution process shall not prejudice the refusing party in any way Exhibit uN Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 11 of12 IN WITNESS WHEREOF the parties hereto have executed this Franchise Agreement as of the day and year first above written LAKEHAVEN UTILITY DISTRICT Approved by Resolution No zJtJhofthehaven Utility District Federal Way Washington at its regular meeting held on thr day of JlltIJ4I 2004 By Donald T Perry Ge e al Manager Lakehaven Utility District APl1 f Steven H Pritchett General Counsel Lakehaven Utility District CITY OF AUBURN By Peter B Lewis Mayor City of Auburn AttestjJ JL JtibI0J4d Danielle Daskam City Clerk AUBURN RESOLUTION NO 3650 LAKEHAVEN REFERENCE NUMBER 2J Ob Exhibit A Auburn Resolution No 3650 Auburn Lakehaven Water Franchise Page 120f12 Attachment 1 Auburn Ordinance No 3650 Description of Lakehaven Utility DistrictsWater Franchise Area BEGINNING AT THE SOUTHWEST CORNER OF SECTION 23 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE NORTH ALONG THE WEST LINE OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23 AND THE SOUTHEAST CORNER OF SECTION 15 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE WESTERLY ALONG THE SOUTH LINE OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 THENCE NORTHERLY ALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 10 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE NORTHERLY ALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 10 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 3 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE NORTHERLY ALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 3 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 34 TOWNSHIP 22 NORTH RANGE 4 EAST WM THENCE NORTHERLY ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 34 TO THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF SAID SECTION 34 THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER OF SAID SECTION 34 TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 35 TOWNSHIP 22 NORTH RANGE 4 EAST WM THENCE EASTERLY ALONG THE EASTWEST CENTERLINE OF SAID SECTION 35 TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 36 TOWNSHIP 22 NORTH RANGE 4 EAST WM THENCE EASTERLY ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 36 TO THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 36 THENCE SOUTHERLY ALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 36 TO THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 21 NORTH RANGE 4 EAST WM Attachment 1 Auburn Ordinance No 3650 Page 1 012 THENCE SOUTHERLY ALONG THE NORTHSOUTH CENTERLINE OF SAID SECTION 1 TO THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 1 THENCE WESTERLY ALONG THE SOUTH LINE OF SAID SECTION 1 TO THE NORTHEAST CORNER OF SECTION 11 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 11 TO THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 14 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 14 TO THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 23 TOWNSHIP 21 NORTH RANGE 4 EAST WM THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 23 TO THE SOUTHEAST CORNER OF SAID SECTION 23 THENCE WESTERLY ALONG THE SOUTH LINE OF SAID SECTION 23 TO THE POINT OF BEGINNING SITUATE IN KING COUNTY WASHINGTON Attachment 1 Auburn Ordinance No 3650 Page 2 of2 rh IJ I rJ12J11 1ul l W I i rtf t f1IIifLHiri IJ04 1 K il I h1 L TJSJ I i 7i Ø 0 tjLIIF1I t 1 21 A I I r QLTIi n r8 f tl219it1 1C OE I I J I I y JJIrTlJfF I011V7 r III f1rh1f V trrIrJU1 iif J I I h IIIttt r r J I bi 11 cl 1iii Legend Water Franchise Area Attachment 2 Aubum Ordinance No 3650 fiiIiiiijCity of Aubum PotenUal AnnexaUon Area RESOLUTION NO3 6 5 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR TO EXECUTE AN INTERLOCAL AGREEMENT ESTABLISHING WATER SERVICE BOUNDARIES BETWEEN THE LAKEHAVEN UTILITY DISTRICT AND THE CITY OF AUBURN WHEREAS pursuant to RCW 35A11040 Auburn has the legal authority to exercise its powers and perform any of its functions as set forth in RCW 3934 and WHEREAS pursuant to RCW 3934 the Interlocal Cooperation Act Auburn has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS pursuant to RCW 35A21150 Auburn has the legal authority to maintain a water system and WHEREAS pursuant to RCW 5708044 Lakehaven has the legal authority whether by contract or otherwise to provide water service to property owners in areas outside existing district boundaries and WHEREAS the parties recognize the responsibility of public water utilities to provide efficient and reliable service to their customers at reasonable cost and Resolution No 3652 January 20 2004 Page 1 WHEREAS Lakehavens 1998 Draft Comprehensive Water System Plan notes a region within Auburns Potential Annexation Area hereinafter referred to as AuburnsPM to which Lakehaven intends to provide water service and WHEREAS Lakehaven is currently providing water service within Auburns PM and WHEREAS portions of the Lakehaven water system have been sized and are situated so as to be capable of affording water to a portion of Auburns PM and WHEREAS Auburn has evaluated water service issues and determined that it is not cost feasible to provide direct water service within its PM adjacent to Lakehavens water infrastructure and WHEREAS Lakehavensdelivery of water service to these areas will provide the maximum efficiency in the use of existing and future facilities and water planning NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor of the City of Auburn is herewith authorized to execute a Water Service Boundary Agreement between the Lakehaven Utility District and the City of Auburn in substantial conformity with the agreement Resolution No 3652 January 20 2004 Page 2 attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This resolution shall be in full force and effect upon passage and signatures hereon DATED thisJJday oflJLjltv2004 CITY OF AUBURN PETER B LEWIS MAYOR ATTEST JJltJdl Danielle E Daskam City Clerk Resolution No 3652 January 20 2004 Page 3 I IN Wd30S 111 11111111111111111111111111 111111111 11111 1 1I11111111111111 200508220499 8 PGS 08 22 2005 10 30am 0 00 PIERCE COUNTY WASHINGTON Return Address Auburn City Clerk City of Auburn 25 West Main SI Auburn WA 98001 RECORDER S COVER SHEET Document Title s or transactions contained therein Interlocal Agreement RES 3760 Reference Number s of Documents assigned or released DAdditional reference s on page of document Grantor s Borrower s Last name first then first name and initials AllhLlrn City of Grantee Assignee Beneficiary Last name first 1 Bonney Lake City of Legal Description abbreviated ie lot block plat or section township range PER RCW 39 34 D Additional legal is on page of document Assessor s Property Tax Parcel Account Number N A oAssessor Tax not yet assigned ti3 RESOLUTION NO 3 7 6 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN ADDENDUM TO AN INTERLOCAL AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF BONNEY LAKE FOR THE ESTABLISHMENT OF SANITARY SEWER SERVICE BOUNDARIES WHEREAS in March of 1998 the City Council of the City of Auburn adopted Resolution No 2925 authorizing the Mayor and City Clerk to execute a settlement agreement that was subsequently signed by the City of Auburn and the City of Bonney Lake and WHEREAS among other items that settlement agreement set forth a water service area boundary between the City of Auburn and the City of Bonney Lake and WHEREAS subsequent to approval of the settlement agreement the Potential Annexation Areas PM for the City of Auburn and City of Bonney Lake were amended to coincide with the water service area boundary and WHEREAS since the time of the agreement it has been found that a parcel was divided by the water service area boundary set forth in said settlement agreement and by the subsequent PM boundary established based on the water service area boundary and said parcel lies partially within and partially outside of the Auburn PM and Resolution No 3760 January 18 2005 Page 1 of 2 WHEREAS part of the Lake Tapps Parkway East extension s right of way also lies partially within and partially outside of the Auburn water service area boundary established by the settlement agreement and partially within and partially outside the subsequent PM boundary established based on the water service area boundary and WHEREAS sound growth management and transportation planning principles are best served by including entire parcels and entire street right of ways entirely within a PM NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor and City Clerk are hereby authorized to execute Addendum No 1 to the Settlement Agreement between the City of Auburn and the City of Bonney Lake in substantial conformity with the Addendum attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 That the Mayor is authorized to implement such other administrative procedures as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signatures hereon Resolution No 3760 January 18 2005 Page 2 of2 Dated and Signed this day ofTe Ac l 2005 CITY OF AUBURN mc ATTEST fDt4dr Danlelle E Daskam City Clerk Resolution No 3760 January 18 2005 Page 3 of 2 PE ER B LEWIS MAYOR ADDENDUM NO 1 ADDENDUM TO SETTLEMENT AGREEMENT BETWEEN THE CITY OF BONNEY LAKE AND THE CITY OF AUBURN RELATING TO WATER SERVICE AREA BOUNDARY THIS ADDENDUM is made and entered into this It1day of bltU1l 2005 by and between the CITY OF BONNEY LAKE a municipal corporation of teState of Washington hereinafter referred to as Bonney Lake and the CITY OF AUBURN a municipal corporation ofthe State ofWashington hereinafter referred to as the Auburn as an addendum to the Settlement Agreement between the parties executed on the 5th day of March 1998 WIT N E SSE T H WHEREAS in March 1998 the City Council of the City of Auburn passed Resolution No 2925 authorizing the Mayor and City Clerk to execute a settlement agreement that was subsequently signed by the City of Auburn and the City of Bonney Lake and WHEREAS among other items the settlement agreement set forth a water service area boundary between the City of Auburn and the City of Bonney Lake and WHEREAS Exhibit B to the settlement agreement implied that Auburn s Urban Growth Area UGA was established to conform with the water service area boundary set forth in the settlement agreement and WHEREAS subsequent to approval of the settlement agreement the Potential Annexation Area PAA for the City of Auburn was amended to coincide with the water service area boundary and WHEREAS Exhibit B to the settlement agreement stated that the UGA and water service area boundary was established to follow property lines and WHEREAS since the time of the agreement it has been found that a parcel was divided by the water service area boundary set forth in said settlement agreement and by the subsequent PAA boundary established based on the water service area boundary and said parcel lies partially within and partially outside of the Auburn PAA and WHEREAS part of the Lake Tapps Parkway East extension s right of way also lies partially within and partially outside ofthe Auburn water service area boundary established by the settlement agreement and partially within and partially outside the subsequent PAA boundary established based on the water service area boundary and Exhibit A Resolution No 3760 Page 1 of 4 Addendum No 1 to the March 1998 Auburn Boney Lake Settlement Agreement Page 1 of 2 WHEREAS sound growth management and planning principles are best served by including entire parcels within a PAA NOW THEREFORE in consideration oftheir mutual covenants conditions and promises the PARTIES DO HEREBY AGREE as follows ITEM ONE ADDITION OF PROPERTY The Settlement Agreement is revised to include a portion of Pierce County parcel 052005 4046 a portion of the Lake Tapps Parkway as it extends from the west boundary of 182nd Ave East west to Auburn s existing Urban Growth Area and a portion of the natural gas pipe line parcel as noted in the attached Exhibit C Exhibit C attached hereto and incorporated by reference as if fully set forth herein shall provide both a graphical representation and a legal description for the parcels that are to be included in Auburn s UGA for urban services and incorporated into the area that Bonney Lake shall be the water purveyor for within Auburn s UGA as defined in the original settlement agreement between Auburn and Bonney Lake ITEM TWO REMAINING TERMS UNCHANGED That all other provisions of the Settlement Agreement between the parties executed on the 5th day of March 1998 shall remain unchanged and in full force and effect IN WITNESS WHEREOF the parties hereto have executed this Agreement as ofthe day and year first above written c c PETER B LEWIS Mayor Attest Attest 4d4J 6 IO Danielle E Daskam City Clerk Approved as to form IJ 1 e ionne City Attorney J s Addendum NO 1 to the March 1998 Auburn Boney Lake Settlement Agreement Page 2 of 2 lame Exhibit A Resolution No 3760 Page 2 of 4 EXHIBIT C ADDENDUM 1 AUBURN BONNEY LAKE SETTLEMENT AGREEMENT LEGAL DESCRIPTION OF AREA THAT PORTION OF SECTION 5 TOWNSHIP 20 NORTH RANGE 5 EAST W M IN PIERCE COUNTY WASHINGTON DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 5 THENCE WESTERLY ALONG THE SOUTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 5 A DISTANCE OF 1360 FEET MORE OR LESS TO THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO EL PASO NATURAL GAS COMPANY BY DEED RECORDED UNDER PIERCE COUNTY AUDITOR S NUMBER 2410280 THENCE NORTHEASTERLY ALONG SAID NORTHWESTERLY LINE A DISTANCE OF 1880 FEET MORE OR LESS TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 5 THENCE EASTERLY ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 700 FEET MORE OR LESS TO THE WEST LINE OF THE LANDS GRANTED TO PIERCE COUNTY FOR 182ND AVENUE EAST DESCRIBED IN DEED RECORDED UNDER PIERCE COUNTY AUDITOR S NUMBER 2257762 THENCE SOUTHERLY ALONG THE WEST LINE OF 182ND AVENUE EAST AS DESCRIBED IN SAID INSTRUMENT A DISTANCE OF 40 FEET MORE OR LESS TO THE SOUTH LINE OF THE LANDS CONVEYED TO PIERCE COUNTY IN DEED RECORDED UNDER AUDITORS FILE NUMBER 9902110924 THENCE WESTERLY ALONG LAST SAID SOUTH LINE AND ALONG THE SOUTH LINE OF THE LANDS CONVEYED TO PIERCE COUNTY IN DEED RECORDED UNDER AUDITORS FILE NUMBER 200405180889 AND DEPICTED IN MAP ON FILE IN THE OFFICE OF THE DIRECTOR OF PIERCE COUNTY PUBLIC WORKS AND UTILITIES IN TACOMA WASHINGTON ENTITLED LAKE TAPPS PARKWAY EAST RIGHT OF WAY PLAN CRP 5486 AND BEARING APPROVAL DATE OF NOVEMBER 17 2003 A DISTANCE OF 600 FEET MORE OR LESS TO THE EAST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 5 THENCE SOUTHERLY ALONG THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 5 A DISTANCE OF 1220 FEET MORE OR LESS TO THE POINT OF BEGINNING i1 S aH ilu V IYo 8 0 jendui dd c i Ge c ti iLDOC Exhibit A Resolution No 3760 Page 3 of 4 EXHIBIT C Addendum No 1 to the March 199B Auburn Boney Lake Settlement Agreement Page 1 of 2 EXHIBIT C AKE TAPPS P v q 0O EXHIBIT A RESOLUTION NO 3760 PAGE 4 OF 4 EXHIBIT C ADDENDUM NO 1 TO THE MARCH 98 AUBURN BONNEY LAKE SETTLEMENT AGREEMENT PAGE 2 OF 2 Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 111111 111111111111 I 20060210002255 PACIFIC NW TIT INTERLOCA 44 00 PAGE001 OF 013 0Z 10 Z006 15 46 I OU RECORDER S COVER SHEET Document Title s or transactions contained therein RJN 3 A dInterlocalAgreementResolutionNo3817CNiQ @144 Reference Number s of Documents assigned or released DAdditional reference s on page of document Grantor s Borrower s Last name first then first name and initials Auburn City of Grantee Assignee Beneficiary Last name first 1 Covington Water District 2 King County Water District No 111 Legal Description abbreviated ie lot block plat or section township range PER RCW 39 34 D Additional legal is on page of document Assessor s Property Tax Parcel Account Number N A o Assessor Tax not yet assigned Said document s were fNed forrecordbyPacificNorthwestTitieasmodationonlyIthasnotbeenexaminedastoproperexeouttonorastoitsaffectupontitle RESOLUTION NO 3817 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN INTERiM WATER SALES AGREEMENT BETWEEN THE CITY OF AUBURN AND COVINGTON WATER DISTRICT AND WATER DISTRICT NO 111 WHEREAS the City Council of the City of Auburn Washington adopted Resolution No 3482 on June 17 2002 authorizing the execution of an Interim Water Sales Agreement between Covington Water District Covington King County Water District No 111 WD 111 and the City of Auburn Auburn under the authority of their respective enabling legislation and under the authority of Chapter 39 34 RCW the Interlocal Cooperation Act and WHEREAS the parties desire to continue the intent of the Agreement to avoid unpredictable water sales and create a predictable and reliable cost for wholesale water to be sold by Auburn to Covington and WD 111 and WHEREAS it is in the public interest for the parties herein to continue the intent of the interim water sales agreement and WHEREAS this Agreement supersedes and replaces the Interim Water Sales Agreement between Auburn Covington and WD 111 which was approved by Resolution No 3482 and executed on June 17 2002 NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Resolution No 3817 January 28 2005 Page Section 1 The Mayor is hereby authorized to execute an Interim Water Sales Agreement between Auburn and Covington and WD 111 in substantial conformity with the agreement attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 That the Mayor is authorized to implement such other administrative procedures as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signatures hereon Dated and Signed this J J day of 1 J 7 2005 C FA PE ER B LEWIS MAYOR ATTEST l f I2Pdf Daliielle E Daskam City Clerk APPF3OVED AS TO FORM t1I I 1fiii Resolution No 3817 January 28 2005 Page 2 Exhibit A INTERIM WATER SALES AGREEMENT between COVINGTON WATER DISTRICT KING COUNTY WATER DISTRICT NO 111 and the CITY of AUBURN This Agreement Agreement is made and entered into this V Ilt day of February 2005 by and between Covington Water District Covington a Municipal Corporation King County Water District No 111 WD III a Municipal Corporation collectively referred to herein as the Districts and the City of Auburn Auburn a Municipal Corporation Recitals A The parties to this Agreement are also parties to Interlocal Agreement 2 for the Lea Hilllntertie Project between Covington Water District King County Water District 111 and the City of Auburn IA2 B The parties desire to avoid unpredictable water sales and create a predictable and reliable cost for wholesale water to be sold by Auburn to the Districts C By guaranteeing a minimum purchase of water for a given period of time ie a take or pay approach the cost of water which to a significant extent is based on peaking factors can be minimized for all of Auburn s customers Exhibit A Resolution 3817 1 D This Agreement is intended to establish a rate for a fixed block of water for the mutual benefit of the parties of this Agreement E It is in the interest of the Districts to have a predictable supply of water available and in Auburn s interest to have a predictable and consistent source of revenue from the sale of such water F The parties are authorized to enter into this Agreement under the authority of their respective enabling legislation and under the authority of Chapter 39 34 RCW the Interlocal Cooperation Act G The 1 5 million gallons of water per day MGD take or pay water provided for in this Agreement is a portion of and not in addition to the 5 MGD as addressed in 1A2 Now therefore in consideration of the mutual covenants and promises contained herein and for other good and valuable consideration the adequacy of which is hereby acknowledged the parties hereby agree as follows 1 TAKE OR PAY The Districts agree to purchase an average of 1 5 MGD of water from Auburn on a take or pay basis Take or pay shall mean that the Districts shall pay for 1 5 MGD whether or not the water is actually taken by the Districts the take or pay water also referred to in this Agreement as the Block of water provided Exhibit A Resolution 3817 2 the Block of water may be modified as set forth in Paragraph 5 Annual Review and Adjustment herein If the Districts cannot accept 1 5 mgd due to an emergency as defined in Paragraph 7 they will be billed for the water they receive at the Block rate CHARGES FOR WATER The Districts shall pay the rate per one hundred cubic feet of water CCF for the 1 5 MGD Block shown in Exhibit 1 attached hereto which is by this reference incorporated except as further addressed in Paragraph 3 herein Any water taken in excess Excess Water during the summer June 1 through September 30 shall be billed at the summer overage rate shown in Exhibit 1 Any water taken during an emergency within the Covington and or WD 111 systems as defined in Paragraph 7 shall be billed at the 1 5 mgd Block rate Auburn shall send one monthly bill to WD 111 for all water purchased by the Districts ID QUANTITY AVAILABLE DELIVERED The 1 5 MGD Block of water shall be defined as a block of water to be delivered at an average rate of 1 5 MGD measured over a rolling 3 day period with total quantities delivered within any single day being no more than 10 more or less than 1 5 MGD at the Auburn Intertie Pump Station meter Master Meter If the Districts are unable for any reason to accept the Block of water the minimum monthly payment shall be 1 5 MGD multiplied by the rate then in effect pursuant to Paragraph 2 above If Auburn is Exhibit A Resolution 3817 3 unable to deliver the amount of water requested by the Districts up to the Block of water then Auburn will bill the Districts for the amount of water actually delivered at the block rate pursuant to Paragraph 2 above For the take or pay water Block provided for herein the Districts will be served on the same basis and with the same reliability as service is provided to Auburn s retail customers and any curtailment restrictions or limitations on delivery shall be on same basis as curtailment restrictions or limitations on delivery to Auburn s retail customers ANNUAL TRUE UP OF THE TAKE OR PAY QUANTITY DELIVERED The Master Meter is located at the Lea Hill Intertie Pump Station to measure the flow of water The Master Meter will be read in January of each year to adjust for differences between the Master Meter and the water calculated to have been sold under this take or pay agreement Billing for differences between the Master Meter and the calculated quantities will be charged or credited at the take or pay rate to the District s accounts ID ANNUAL REVIEW AND ADJUSTMENT The initial Block of 1 5 MGD shall remain in effect through December 31 2010 Each year the take or pay Block may be increased by mutual agreement By September 1 of each year the Districts shall notify Auburn of their Exhibit A Resolution 3817 4 intent to continue without change or request an increase in the Block quantity Any requested change in the Block quantity would be effective January 1 of the year following the request In the event that neither party communicates its intent under this provision the Block shall be deemed to continue unchanged ill TERM This Agreement shall remain in full force and effect from the first day of the month following the execution of this Agreement through December 31 2010 provided that this Agreement shall automatically be renewed for an additional year at the conclusion of the term of this Agreement or any extension thereof unless any party provides the others with notice of an intent not to extend this Agreement which notice shall be received by the other parties not less than one year prior to the expiration of the term of this Agreement or any extension thereof The termination of this Agreement shall not affect any rights or obligations under IA2 Il EMERGENCIES For purposes of this Agreement an emergency shall be defined as resulting from a water shortage a major water line break fire demand contamination to the water supply system mechanical equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other mutually agreed upon emergency within the water supply system An emergency period shall be for no more than five 5 working days without written request Exhibit A Resolution 3817 5 by the Districts and approval by Auburn in writing to extend the emergency period The City may change reduce or limit the time for or temporarily discontinue any water supplied for an emergency in excess of the Block quantity without notice Prior to a planned interruption or limiting of emergency service the City will notify the Districts of such not less than three days prior to the service disruption The City agrees to use best efforts and reasonable diligence to notify the Districts as soon after it becomes aware of the need for emergency service disruption and further will to the extent practical limit the service disruption to daylight hours ID JOINT AND SEVERAL OBLIGATION The obligation of the Districts as set forth therein shall be a Joint and Several obligation of the Districts Allocation of the take or pay Block of water and the payment for such water shall be negotiated between the Districts outside of this Agreement ID PRIOR AGREEMENT SUPERSEDED This Agreement supersedes and replaces the Interim Water Sales Agreement between Auburn Covington and WD 111 executed on June 17 2002 Exhibit A Resolution 3817 6 In witness whereof the participants hereto have caused this day of tebrM ry ATTEST i dI1u1rbamelleEDaskam City Clerk FAU y PETER B LEWIS MAYOR 7 COVINGTON WATER DISTRICT 1 lJ KING COUNTY WATER DISTRICT NO 111 td Jdf GENERAL MANAGER ATTEST Ik APPROVESTOtORMIu Distict Attorney l 8 Interim Water Sales Aareement Between Covinaton Water District Kina County Water District No 111 And the City of Auburn Exhibit 1 Take or Pay Monthl Rates Year Base Charge 1 5 MGD and Summer Winter Overage Overage Rate 2005 175 00 0 85 1 5 MGD rate 0 25 2006 175 00 0 85 1 5 MGD rate 0 25 2007 175 00 0 85 1 5 MGD rate 0 25 2008 175 00 0 85 X CPI 1 5 MGD rate 0 25 2009 175 00 2008 Rate X 1 5 MGD rate CPI 0 25 2010 175 00 2009 Rate X 1 5 MGD rate CPI 0 25 Covington and WD 111 are each responsible for paying a Base Charge of 175 00 per month per district CPI means the Consumer Price Index Urban for the Seattle Tacoma Bremerton area for the month of October of the prior year divided by the October value of the year prior to that see example below Example CPI for 2008 equals the October 2007 CPI value divided by the October 2006 value 9 RESOLUTION NO 3886 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A LEASE AGREEMENT BETWEEN THE CITY AND NEW CINGULAR WIRELESS PCS LLC FOR THE PURPOSE OF LEASING PROPERTY FOR COMMUNICATION EQUIPMENT THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREBY RESOLVES as follows Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute a Lease Agreement between the City and New Cingular Wireless PCS LLC in substantial conformity with the agreement attached hereto for the purpose of leasing property at 5702 South 316th Street Auburn for communication equipment A copy of said Agreement is attached hereto and denominated Exhibit A and incorporated herein by this reference Section 2 That the Mayor is authorized to implement such other administrative procedures as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signatures hereon Resolution No 3886 August 3 2005 Page 1 c B eMDatedandSignedthisIIdayof 2005 OF AUBURN P TER B LEWIS MAYOR ATTEST aJdI t JDanielleEDaskam City Clerk AP VED AS TO FORM 1 f2J1 aniel B City Attorney Resolution No 3886 August 3 2005 Page 2 SITE LEASE AGREEMENT THIS SITE LEASE AGREEMENT Lease is by and between the Citv of Auburn a municipal corporation under the existing laws of the State of Washington having a mailing address of 25 West Main Auburn WA 98001 Landiord and New Cingular Wireless PCS LLC a Delaware limited liability company successor in interest to AT T Wireless Services of Washington LLC an Oregon limited liability company dba AT T Wireless by AT T Wireless Services Inc a Delaware corporation its Member having a mailing address of 6100 Atlantic Boulevard Norcross GA 30071 Tenant 1 Lease Aqreement a Landlord hereby leases to Tenant a portion of the real property legally described as follows THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11 TOWNSHIP 21 NORTH RANGE 4 EAST W M EXCEPT THE WEST 663 FEET OF THE NORTH 663 FEET OF THE SOUTH 693 FEET THEREOF AND EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO THE CITY OF AUBURN FOR SOUTH 316TH STREET BY INSTRUMENT RECORDED UNDER RECORDING NO 8503210865 AS PROVIDED BY RESOLUTION NO 1565 OF THE CITY OF AUBURN SITUATE IN THE CITY OF AUBURN COUNTY OF KING STATE OF WASHINGTON collectively referred to hereinafter as the Property The Lease includes the right to operate a personal communications service antenna installation on Landlord s property on the terms and conditions set forth herein b Tenant agrees to the Lease subject to the following terms and conditions Landlord hereby leases to Tenant the use of that portion of the Property as legally described as follows COMMENCING AT THE SOUTHEAST CORNER OF THE WEST 663 0 FEET OF THE NORTH 663 0 FEET OF THE SOUTH 693 0 FEET OF THE NORTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 11 TOWNSHIP 21 NORTH RANGE 4 E W M THENCE NORTH 00 25 35 EAST ALONG THE EAST LINE OF SAID PARCEL 249 00 FEET THENCE SOUTH 89 0 34 25 EAST 40 00 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING SOUTH 89034 25 EAST 80 00 FEET THENCE SOUTH 0 0 25 35 WEST 75 00 FEET THENCE NORTH 89 0 34 25 WEST 80 00 FEET THENCE NORTH 0 0 25 35 EAST 75 00 FEET TO THE TRUE POINT OF BEGINNING SITUATED IN THE CITY OF AUBURN RECORDS OF KING COUNTY WASHINGTON collectively referred to hereinafter as the Lease Area The Lease Area located at 5702 South 316t Street Auburn Washinqton comprises approximately an area not to exceed 6 000 square feet c The Lease shall be nonexctusive and shall not preclude Landlord from granting a similar lease right license franchise etc to other carriers or other persons for telecommunications or any other purpose so long as the subsequent agreement protects Tenant s rights granted by this Lease d Landlord further hereby leases to Tenant the use of that portion of the Property as legallydescribedasfollows BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 663 0 FEET OF THE NORTH 663 0 FEET OF THE SOUTH 693 0 FEET OF THE NORTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 11 TOWNSHIP 21 NORTH RANGE 4 E W M THENCE NORTH o 0 25 35 EAST 249 00 FEET THENCE SOUTH 89 0 34 25 EAST 40 00 FEET THENCE SOUTH 0 025 35 WEST 75 00 FEET THENCE SOUTH 89 o 34 25 EAST 80 00 FEET THENCE SOUTH 0 25 35 WEST 47 00 FEET THENCE NORTH 89 034 25 WEST 90 00 FEET THENCE SOUTH o 0 25 35 WEST 40 00 FEET THENCE SOUTH 48 0 00 00 EAST 80 00 FEET THENCE SOUTH 23 0 30 00 EAST 33 60 FEET MORE OR LESS TO THE NORTH MARGIN OF SOUTH 316TH STREET THENCE SOUTH 88 039 09 WEST ALONG SAID NORTH MARGIN 103 52 TO THE POINT OF BEGINNING SITUATED IN THE CITY OF AUBURN RECORDS OF KING COUNTY WASHINGTON collectively referred to hereinafter as the Access and Utility Easement The Access and Utility Easement comprises approximately an area not to exceed 16 155 squarefeet 2 Term The initial term of this Lease shall be five 5 years commencing on September 1 2005 Commencement Date and terminating at midnight on the last day of the initial termInitialTerm 3 Antenna Facilities Tenant may use the Lease Area for the transmission and reception of radio communication signals and for the construction installation operation maintenance repair removal or replacement of related facilities necessary for the operation of a telecommunications facility as well as for access and utilities These facilities include an antenna tower not to exceed 150 feet in height and base together with a supporting outbuilding for housing of electronic equipment related to the antennas and wireless communications system and an emergency generator collectively the Antenna Facilities the maintenance of which shall not violate ACC 8 28 010 regarding noise 4 Rent Tenant shall pay Landlord as rent Twelve Thousand and no 100 dollars 12 000 00 per year Rent Rent shall be payable within twenty 20 days following the Commencement Date and thereafter the Rent will be payable yearly no later than the anniversary of the Commencement Date to Citv of Auburn Water Utility Fund Account Number 430 369 900 at Landlord s address specified in Section 12 below The Rent shall increase annually over the Rent payable the preceding year in proportion to the increase of the All Items category of the Consumer Price Index for Urban Wage Earners and Clerical Workers publishedbytheBureauofLaborStatisticsoftheUSDepartmentofLaborforSeattleEverettMetropolitanAreatheIndexThefirstadjustmentshallbebasedontheamountifanybywhichtheIndex for the 12month of the Lease term has increased over the Index for the month preceding the commencement of the lease term Subsequent adjustments will be based on the amount if anybywhichtheIndexforeachsubsequent12monthoftheLeasetermhasincreasedoverthe Index for the 12 month of the preceding 12 month period It shall be the responsibility of the Landlord to track the CPI and notify the Tenant of increases or reductions in the Rent Landlord shall notify Tenant within 90 days of the commencement of the Renewal Term as to the revised rate at which the Rent shall be increased annually thereafter Landlord will invoice Tenant for back Rent due or refund over payment as necessary to correct the payment received for the first year of the Renewal Term If at any time the CPi ceases to incorporate a significant number of items if a substantial change is made in the method of establishing the CPI or if issuance of the CPI shall be discontinued then the Landlord and Tenant shall mutually agree upon another standard recognized cost of living index issued by the United States Government provided that if the parties cannot reach agreement on such other standard cost of living index then the Landlord shall select the index closest to the CPI In either case the substitute index chosen shall result in increases in the Rent similar to those that had been or would have been generated by the CPI If this Lease is terminated at a time other than on the anniversary of the Commencement Date Rent shall be prorated as of the date of termination for any reason other than a default by Tenant and all prepaid Rent shall be refunded to Tenant within sixty 60 days 5 Renewal Tenant may extend this Lease for 5 additional five year terms each a Renewal Term Each Renewal Term shall be on the same terms and conditions as set forth herein including the Rent increase set forth in Section 4 above This Lease shall automatically renew for each successive Renewal Term unless Tenant notifies Landlord in writing of Tenants intention not to renew this Lease at least ninety 90 days prior to the expiration of the Initial Term or any Renewal Term Landlord may during any Renewal Term notify Tenant in writing of Landlord s intention not to renew this Lease for an additional Renewal Term which notice shall be provided to Tenant at ieast one hundred and eighty 180 days prior to the expiration of the then in effect Renewal Term Landlord may during the final one hundred and eighty 180 days of the Initial Term or any Renewal Term conduct a market survey to determine the fair market value of the Lease The Rent for the next Renewal Term will be established by the results of the market survey with each subsequent years Rent governed by the terms of Section 4 however under no circumstance will the Rent decrease as a result of the market survey below the amount of the most recently established rate in existence prior to the market survey If Landlord and Tenant cannot reach agreement on the Rent for the next Renewal Term prior to the end of the initial or any renewal term the Lease will not renew IfTenant shall remain in possession of the Lease Area at the expiration of this Lease or any Renewal Term without a written agreement such tenancy shall be deemed a month to month tenancy under the same terms and conditions of this Lease 6 Interference Tenant and Landlord shall not operate in a manner which interferes with the other party s operations on the Property Tenants Antenna Facilities and the use thereof shall not interfere with the use of any other communication or similar equipment of any kind and nature owned or operated by Landlord or other iessee licensees franchisees etc existing and operating on the Property prior in time to the commencement of this Lease and subsequent to the installation by Tenant of the Antenna Facilities Landlord agrees to exercise reasonable care to assure equipment of subsequent providers leasing space on the Property does not interfere with Tenants Antenna Facilities operations The Landlord however is not in any way responsible or liable for any interference with Tenants use of Landlords Property which may be caused by the use and operation of any other tenants equipment even if caused by new technology so long as such equipment continues to operate within its existing frequencies and in compliance with all applicabie laws and FCC rules and regulations In the event there is interference between Tenant and any third party such interference will be resolved by and between the parties affected however if such interference cannot be resolved to Tenant s satisfaction within forty eight 48 hours from commencement of such interference then the parties acknowledge that Tenant will suffer irreparable injury and therefore Tenant will have the right in addition to any other rights that it may have at law or in equity to terminate this Lease upon 30 days notice to Landlord and restore the Landlord s Property to its original condition reasonable wear and tear and loss due to casualty or other causes beyond Tenants control excepted 7 Improvements Utilities Access a Tenant shall have the right at its expense to erect and maintain on the Lease Area improvements personal property and facilities necessary to operate its communications system including antenna tower and base radio transmitting and receiving antennas and related cables and conduits equipment shelters and or cabinets and related cables and utility lines and a location based system including coaxial cable base units and other associated equipment as such location based system may be permitted by any cpunty state or federal agency department Tenant shall have the right to alter replace and expand within the confines of the Lease Area as defined in Section 1 and without interference to other providers tenants enhance and upgrade the Antenna Facilities at any time during the term of this Lease Tenant shall cause all construction to occur lien free and in compliance with all applicable laws and ordinances Landlord acknowledges that it shall not interfere with any aspects of construction including attempting to direct construction personnel as to the location of or method of installation of the Antenna Facilities The Antenna Facilities shall remain the exclusive properly of Tenant Tenant shall have the right to remove the Antenna Facilities at any time during and upon the expiration or termination of this Lease b Tenant shall at its sole expense secure the Lease Area with a perimeter security fence including a gate at the entrance c Tenant shall at Tenant s expense keep and maintain the Lease Area and Antenna Facilities now or hereafter located on the Property in commercially reasonable condition and repair during the term of this Lease normal wear and tear and loss due to casually or other causes beyond Tenants control excepted Upon termination or expiration of this Lease the Lease Area and Antenna Facilities areas shall be returned to Landlord in good usable condition normal wear and tear and loss due to casualty or other causes beyond Tenants control excepted within ninety 90 days d Tenant shall have the right to install utilities power and telephone at Tenant s expense and to improve the present utilities on the Property including but not limited to the installation of emergency power generators Landlord agrees to cooperate with Tenant in its reasonable efforts to acquire necessary utility service Tenant shall wherever practicable install separate meters for utilities used on the Property by Tenant Landlord shall diligently correct any variation interruption or failure of utility service within Landlord s control e Tenant shall have 24 hours a day 7 days a week access to the Lease Area Access at all times during the Initial Term of this Lease and any Renewal Term In the event Landlord its employees or agents unreasonably deny Access to Tenant its employees or agents Tenant shall without waiving any other rights that it may have at law or in equity deduct from Rent amounts due under this Lease an amount equal to Fifty and no 100 Dollars 50 00 per day for each day that Access is impeded or denied 8 Termination Except as otherwise provided herein this Lease may be terminated without any penalty or further liability as follows a upon thirty 30 days written notice by Landlord if Tenant fails to cure a default for payment of amounts due under this Lease within that thirty 30 day period b immediately if Tenant is unable to obtain maintain or otherwise forfeits or cancels any license including without limitation an FCC license permit or any Governmental Approval necessary to the installation and or operation of the Antenna Facilities or Tenants business c upon ninety 90 days written notice by Tenant if the Lease Area or the Antenna Facilities are or become unacceptable under Tenant s design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong e at the time title to the Property transfers to a condemning authority pursuant to a taking of all or a portion of the Property sufficient in Tenants determination to render the Lease Area unsuitable for Tenants use Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking I Landlord may terminate this Lease if Landlord needs the Lease Area for expansion of Landlord s responsibility to provide its services and Landlord has no reasonable or economical altemative site available provided Landlord provides Tenant written notice twelve 12 months in advance of Landlord s need to re establish Landlord s sole use of the Lease Area UponTenantsreceiptofwrittennoticeTenantshallhavesix6monthstosubmittoLandlord alternative locations for its Antenna Facilities Such alternative locations may be on the Property or other properties owned or managed by Landlord Landlord shall evaluate such altematives and advise Tenant in writing if one or more of the alternatives is suitable to accommodate Tenants Antenna Facilities To be a suitable altemative location such location will not unreasonably result in any interruption of the communications service of Tenant on Landlord s Property nor will it impair or in any manner alter the quality of communications service provided by Tenant on and from Landlord s owned or managed properties Tenant shall submit additional relevant information to assist the Landlord in making such evaluation Landlord shall give each altemative location proposed by Tenant full and fair consideration within a reasonable time so as to allow for the relocation work to be performed in a timely manner If in Tenant s reasonable judgment no suitable altemative location can be found Tenant shall remove its Antenna Facilities as otherwise provided in this Section 7 c of this Lease If an altemative location for Tenants Antenna Facilities is found Landlord and Tenant agree to enter into a new Lease Agreement with the same terms and conditions of this Lease gJ If during the term of this Lease there is a determination made pursuant to an official unappealable order of the Federal Communications Commission or any other applicable law order ordinance regulation directive or standard as stated above that use of the Antenna Facilities by the Tenant poses a human health hazard which cannot be remediated then a Tenant shall immediately cease all operations of the Antenna Facilities and b the Lease shall terminate as of the date of such order without further liability If for reasons related to publichealthsafetyorwelfareLandlorddeterminesthatthisLeasemustbeterminatedthenLandlord reserves rights of unilateral termination and will do so by providing Tenant with a six 6 month written notice h Tenant shall be entitled to a pro rata refund of its prepaid Rent for any termination of this Lease by Landlord pursuant to Subsection 8 1 or 8 g 9 Default and Rioht to Cure Notwithstanding anything contained herein to the contrary and without waiving any other rights granted to it at law or in equity each party shall have the rightbutnottheobligationtoterminatethisLeaseonwrittennoticepursuanttoSection12hereofto take effect immediately if the other party i fails to perform any covenant for a period of thirty30daysafterreceiptofwrittennoticethereoftocureoriicommitsamaterialbreachofthis Lease and fails to diligently pursue such cure to its completion after sixty 60 days written nptice to the defaulting party 10 Taxes Landlord shall pay when due all real property taxes or other fees and assessments for the Property including the Lease Area In the event that Landlord fails to pay any such real property taxes or other fees and assessments Tenant shall have the right but not the obligation to pay such owed amounts and deduct them from Rent amounts due under this Lease Notwithstanding the foregoing Tenant shall pay any personal property tax State leasehold tax excise tax real property tax or any othertax or fee which are directly attributable to the presence or installation of Tenants Antenna Facilities only for so long as this Lease has not expired of its own terms or is not terminated by either party Landlord hereby grants to Tenant the right to challenge whether in a Court Administrative Proceeding or other venue on behalf of Landlord and or Tenant any personal property or real property tax assessments State leasehold d immediately upon written notice by Tenant if the Lease Area or the Antenna Facilities are destroyed or damaged so as in Tenants reasonable judgment to substantially and adversely affect the effective use of the Antenna Facilities In such event all rights and obligations of the parties shall cease as of the date of the damage or destruction and Tenant shall be entitled to the reimbursement on a prorated basis of any Rent prepaid by Tenant If Tenant elects to continue this Lease then all Rent shall abate until the Lease Area and or the Antenna Facilities are restored to the condition existing immediately prior to such damage or destruction or e at the time title to the Property transfers to a condemning authority pursuant to a taking of all or a portion of the Property sufficient in Tenants determination to render the Lease Area unsuitable for Tenants use Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking f Landlord may terminate this Lease if Landlord needs the Lease Area for expansion of Landlord s responsibility to provide its services and Landlord has no reasonable or economical alternative site available provided Landlord provides Tenant written notice twelve 12 months in advance of Landlord s need to reestablish Landlord s sole use of the Lease Area Upon Tenants receipt of written notice Tenant shall have six 6 months to submit to Landlord alternative locations for its Antenna Facilities Such alternative locations may be on the Property or other properties owned or managed by Landlord Landlord shall evaluate such alternatives and advise Tenant in writing if one or more of the alternatives is suitable to accommodate Tenants Antenna Facilities To be a suitable alternative location such location will not unreasonably result in any interruption of the communications service of Tenant on Landlord s Property nor will it impair or in any manner alter the quality of communications service provided by Tenant on and from Landlord s owned or managed properties Tenant shall submit additional relevant information to assist the Landlord in making such evaluation Landlord shall give each alternative location proposed by Tenant full and fair consideration within a reasonable time so as to allow for the relocation work to be performed in a timely manner If in Tenants reasonable judgment no suitable alternative location can be found Tenant shall remove its Antenna Facilities as otherwise provided in this Section 7 c of this Lease If an alternative location for Tenants Antenna Facilities is found Landlord and Tenant agree to enter into a new Lease Agreement with the same terms and conditions of this Lease g If during the term of this Lease there is a determination made pursuant to an official unappealable order of the Federal Communications Commission or any other applicable law order ordinance regulation directive or standard as stated above that use of the Antenna Facilities by the Tenant poses a human health hazard which cannot be remediated then a Tenant shall immediately cease all operations of the Antenna Facilities and b the Lease shall terminate as of the date of such order without further liability If for reasons related to public health safety or welfare Landlord determines that this Lease must be terminated then Landlord reserves rights of unilateral termination and will do so by providing Tenant with a six 6 month written notice h Tenant shall be entitled to a pro rata refund of its prepaid Rent for any termination of this Lease by Landlord pursuant to Subsection 8 f or 8 g 9 Default and Rioht to Cure Notwithstanding anything contained herein to the contrary and without waiving any other rights granted to it at law or in equity each party shall have the right but not the obligation to terminate this Lease on written notice pursuant to Section 12 hereof to take effect immediately if the other party i fails to perform any covenant for a period of thirty 30 days after receipt of written notice thereof to cure or ii commits a material breach of this Lease and fails to diligently pursue such cure to its completion after sixty 60 days written notice to the defaulting party 10 Taxes Landlord shall pay when due all real property taxes or other fees and assessments for the Property including the Lease Area In the event that Landlord fails to pay any such real property taxes or other fees and assessments Tenant shall have the right but not the obligation to pay such owed amounts and deduct them from Rent amounts due under this Lease Notwithstanding the foregoing Tenant shall pay any personal property tax State leasehold tax excise tax real property tax or any other tax or fee which are directly attributable to the presence or installation of Tenants Antenna Facilities only for so long as this Lease has not expired of its own terms or is not terminated by either party Landlord hereby grants to Tenant the right to challenge whether in a Court Administrative Proceeding or other venue on behalf of Landlord and or Tenant any personal property or real property tax assessments State leasehold tax or excise tax that may affect Tenant If Landlord receives notice of any personal property or real property tax assessment State leasehold tax or excise tax against the Landlord which may affect Tenant and is directly attributable to Tenants installation Landlord shall provide timely notice of the assessment to Tenant sufficient to allow Tenant to consent to or challenge such assessment Further Landlord shall provide to Tenant any and all documentation associated with the assessment and shall execute any and all documents reasonably necessary to effectuate the intent of this Section 10 11 Insurance and Subrooation and Indemnification a Tenant shall provide Commercial General Liability Insurance naming Landlord the City of Auburn as additional insured in an aggregate amount of Two Million and no 100 dollars 2 000 000 00 Tenant may satisfy this requirement by obtaining the appropriate endorsement to any master policy of liability insurance Tenant may maintain b Tenant shall indemnify protect defend and hold Landlord and its employees and agents harmless from and against any and all claims liabilities judgments costs damages and expenses including reasonable attorney s fees arising out of or in any way related to Tenants operation of the Antenna Facilities including but not limited to the installation maintenance operation or removal thereof except to the extent that such claim liability judgment cost damage or expense arises out of the negligent act or omission or willful misconduct of Landlord or its employees or agents Landlord shall not be liable to Tenant its agents employees and contractors for damage to the Antenna Facilities or any other property belonging to Tenant from any cause except for any damage caused by the negligent act or omission or willful misconduct of Landlord or its employees or agents Tenant waives all claims against Landlord and its employees and agents for damage to persons or Antenna Facilities or property arising for any reason other than a claim based on the negligent act or omission or willful misconduct of Landlord or its employees or agents Landlord and its employees and agents shall have no liability to Tenant for any interruption of any utility service unless caused by the negligent act or omission or willful misconduct of Landlord or its employees or agents Should a court of competent jurisdiction determine that this Lease is subject to RCW 4 24 115 then in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Tenant and the Landlord its officers officiais employees and volunteers the Landlord s liability hereunder shall be only to the extent of the Landlord s negligence It is further specifically and expressly understood that the indemnification provided herein constitutes the Tenants waiver of immunity under Industrial Insurance Title 51 RCW solely for the purposes of this indemnification This waiver has been mutually negotiated by the parties The provisions of this section shall survive the expiration or termination of this Lease 12 Notices All notices requests demands and other communications shall be in writing and are effective three 3 days after deposit in the U S mail certified and postage paid or upon receipt if personally delivered or sent by next business day delivery via a nationally recognized overnight courier to the addresses set forth below Landlord or Tenant may from time to time designate any other address for this purpose by providing written notice to the other party If to Tenant to With a copv to co Cingular Wireless LLC Atln Network Real Estate Administration 6100 Atlantic Boulevard Norcross GA 30071 Re Site SS02 Aubum Cingular Wireless PCS LLC Atln Legal Department 15 East Midland Avenue Paramus NJ 07652 Re Site SS02 Auburn Ifto Landlord to wnh a copv to Public Works Director City of Auburn 25 West Main St Auburn WA 98001 City Attorney City of Auburn 25 West Main St Auburn WA 98001 13 Quiet Eniovment Title and Authoritv Landlord covenants and warrants to Tenant that i Landlord has full right power and authority to execute this Lease i1 it has good and unencumbered title to the Properly free and clear of any liens or mortgages except those disclosed to Tenant and which will not interfere with Tenants rights to or use of the Lease Area and i1i execution and performance of this Lease will not violate any laws ordinances covenants or the provisions of any mortgage lease or other agreement binding on Landlord 14 Environmental Laws Landlord represents that it has no knowledge of any substance chemical or waste collectively Hazardous Substance on the Properly that is identified as hazardous toxic or dangerous in any applicable federal state or local law or reguiation Landlord and Tenant shall not introduce or use any Hazardous Substance on the Property in violation of any applicable law Landiord shall be responsible for and shall promptly conduct any investigation and remediation as required by any applicable environmental laws for all spills or other releases of any Hazardous Substance not caused in whole or in part by Tenant that have occurred or which may occur on the Property Each parly agrees to defend indemnify and hold harmless the other from and against any and all administrative and judicial actions and rulings claims causes of action demands and liability collectively Claims including but not limited to damages costs expenses assessments penalties fines losses judgments and reasonable attorney fees that the indemnnee may suffer or incur due to the existence or discovery of any Hazardous Substances on the Properly or the migration of any Hazardous Substance to other properties or the release of any Hazardous Substance into the environment collectively Actions that relate to or arise from the indemnitor s activities on the Property Landlord agrees to defend indemnify and hold Tenant harmless from Claims resulting from Actions on the Property not caused by Landlord or Tenant prior to and during the Initial Term and any Renewal Term of this Lease The indemnifications in this section specifically include without limitation costs incurred in connection with any investigation of site conditions or any cleanup remedial removal or restoration work required by any governmental authority This Section 14 shall survive the termination or expiration of this Lease 15 Assionment and Subleasino All of the terms and provisions contained herein shall inure to the benefit of and shall be binding upon the parties hereto and their respective heirs legal representatives successors and assigns This Lease shall not be assigned by Tenant without the express written consent of Landlord which consent shall not be unreasonably withheld delayed or conditioned Any attempted assignment in vioiation of this Section shall be void The transfer of the rights and obligations of Tenant to a parent subsidiary or other affiliate of Tenant or to any successor In interest or entity acquiring fifty one percent 51 or more of Tenants stock or assets shall not be deemed an assignment Tenant shall give to Landlord thirty 30 days prior written notice of any such transfer Additionally Tenant may upon notice to Landlord mortgage or grant a security interest in this Lease and the Antenna Facilities and may assign this Lease and the Antenna Facilities to any mortgagees or holders of security interests including their successors or assigns collectivelyMortgageesprovidedsuchMortgageesagreetobeboundbythetermsandprovisionsofthis Lease In such event Landlord shall execute such consent to leasehold financing as mayreasonablyberequiredbyMortgageesLandlordagreestonotifyTenantandTenants Mortgagees simultaneously of any default by Tenant and to give Mortgagees the same right to cure any default as Tenant or to remove any property of Tenant or Mortgagees located on the Lease Area except that the cure period for any Mortgagees shall not be less than thirty 30 daysafterreceiptofthedefaultnoticeasprovidedinSection9ofthisLeaseAllsuchnoticesto Mortgagees shall be sent to Mortgagees at the address specified by Tenant Failure by Landlord to give Mortgagees such notice shall not diminish Landlord s rights against Tenant but shall preserve all rights of Mortgagees to cure any default and to remove any property of Tenant or Mortgagees located on the Lease Area The Lease Area shall be used exclusively as a site for a wireless telecommunications facility The Tenant may allowuse of all or a portion of the Lease Area or their Antenna Facilities by others with prior written approval of the Landlord 16 Removal of Antenna Facilities The Antenna Facilities are and shall remain the propertyoftheTenantandupontheexpirationorearlierterminationofthisLeaseTenantshallatTenantssolecostandexpenseremovetheAntennaFacilitiesandrestoretheLeaseAreatoits original condition normal wear and tear and loss due to casualty or other causes beyondTenantscontrolexcluded 17 Miscellaneous a The substantially prevailing party in any litigation including any arbitration to which the parties shall submit arising hereunder shall be entitled to its reasonable attorneys fees and court costs including appeals if any b This Lease constitutes the entire agreement and understanding of the parties and supersedes all offers negotiations and other agreements There are no representations or understandings of any kind not set forth herein Any amendments to this Lease must be in writingandexecutedbybothpartiesAtsuchtimeastheAuburnCityCouncilapprovesanyregulationaffectingtelecommunicationsTenantagreestoamendthisLeaseasdeterminedbythe Landlord in order to compiy with any future ordinance related to telecommunications providedhoweverthatinnoeventshallsuchregulationimateriallyinterferewithoraffectTenants operation of its Antenna Facilities or iI increase Tenants financial obligations under the terms of this Lease except as provided herein or impose some new financial obligations not alreadycontemplatedbythisLeaseNoamendmentchangeormodificationofthisLeaseshallbevalid unless in writing and signed by all parties hereto c Each party agrees to cooperate with the other in executing any documents including a Memorandum of Lease in substantially the form attached hereto as Exhibit A necessary to protect its rights or use of the Lease Area The Memorandum of Lease may be recorded in placeofthisLeasebyeitherpartyIntheeventthePropertyisencumberedbyamortgageordeedof trust Landlord agrees upon request of Tenant to obtain and furnish to Tenant a non disturbance and attornment agreement for each such mortgage or deed of trust in a form reasonablyacceptabletoTenantTenantmayobtaintitleinsuranceonitsinterestintheLeaseArea d This Lease shall be construed in accordance with the laws of the state in which the Property is located e If any term of this Lease is found to be void or invalid such finding shall not affect the remaining terms of this Lease which shall continue in full force and effect The parties agree thatifanyprovisionsaredeemednotenforceabletheyshallbedeemedmodifiedtotheextent necessary to make them enforceable No provision of this Lease will be deemed waived by either party unless expressly waived in writing signed by the waiving party No waiver shall be impliedbydelayoranyotheractoromissionofeitherpartyNowaiverbyeitherpartyofanyprovisionof this Lease shall be deemed a waiver of such provision with respect to any subsequent matterrelatingtosuchprovision f The persons who have executed this Lease represent and warrant that they are dulyauthorizedtoexecutethisLeaseintheirindividualorrepresentativecapacityasindicated gl This Lease may be executed in any number of counterpart copies each of which shall be deemed an original but all of which together shall constitute a single instrument h All Exhibits referred to herein and any Addenda are incorporated herein for all purposesThepartiesunderstandandacknowiedgethatExhibitAMemorandumofLeaseisattachedtothisSiteLeaseAgreementThetermsofallExhibitsareincorporatedhereinforallpurposes i If Landlord is represented by any broker or any other leasing agent Landlord is responsible for all commission fees or other payment to such agent and agrees to indemnify andholdTenantharmlessfromallclaimsbysuchbrokeroranyoneclaimingthroughsuchbrokerIf Tenant is represented by any broker or any other leasing agent Tenant is responsible for all commission fee or other payment to such agent and agrees to indemnify and hold Landlord harmless from all claims by such broker or anyone claiming through such broker 18 Headinos The caption and paragraph headings used in this Lease are inserted for convenience of reference only and are not intended to define limit or affect the interpretation or construction of any term or provision hereof 19 Liens Except with respect to activities for which Landlord is responsible Tenant shall pay as due all ciaims for work done on and for services rendered or material furnished to the Antenna i1ity and shall keep the Antenna Facility free from all liens burrL rlBy Its SEP 1 9 2005 Taxpayer ID Number 9 00 122 g Date TENANT New Cingular Wireless PCS LLC a Delaware limited liability company By Print Name SOLl Its Ll R f vr e A Date I acknowledgements to follow on next page STATE OF bJA COUNTY OF k IJ e ss I certify that I know or have satisfactory evidence that Ate 13 JL h1s the personwhoappearedbeforemeandsaidpersonacknowledgedthathesignedthisinstrumentonoath stated at he was authorized to execute the strument and acknowledged it as theatofhoffttbtrl1tobethefreeandvoluntaryactofsuchpartyfortheusesandpurposesmentionedin the instrument fDatedI 20GJ 1J lONotaryPublic Print Name 2 6111 lie G JJ IU residing at GrllA CJ My commission expires itJ Z S 7 r IIIIfQssOTdI O orq OS J ofmrIIftLtC I i0 0 07 OI76tjSl Use this space for notary stamp seal STATE OF w 1I1A6mN ss COUNTY OF VAy Icertify that I know or have satisfactory evidence that IE Vdtt AUI is the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the N1T1e lJJldTtJR of New Cinguiar Wireless PCS LLC the limited liability companytobethefreeandvoluntaryactofsuchpartyfortheusesandpurposesmentionedinthe instrument Dated IcJ Ofj o ry Public Print Name residing at JfJ rrte IAfiMycommissionexpirest 1NotaryPublic State of Woshlngton HEATHER MAREE VtllilGHT Y AppoIntment Expires Mar 14 2009 Use this space for notary stamp seal Exhibit A MEMORANDUM OF LEASE to the Site Lease Agreement executed on the jtc day of s l 2005 by and between the City of Auburn as Landlord and New Cingular Wireless PC LLC as Tenant MOL to follow on next page Return to Graham Dunn PC Busch Pier 70 2801 Aiaskan Way Suite 300 Seattle WA 98121 Re Cell Site SS02 Cell Site Name Auburn State Washington County King MEMORANDUM OF LEASE THIS MEMORANDUM OF LEASE is by and between the City of Auburn a municipal corporation under the existing laws of the State of Washington having a mailing address of 25 West Main Auburn WA 98001 Landlord and New CinQular Wireless PCS LLC a Delaware limited liability company having a mailing address of 6100 Atlantic Boulevard Norcross GA 30071 Tenant 1 Landl d and Tenant entered into a certain Site Lease Agreement Lease on the9dayoft2005forthepurposeofinstallingoperatingand maintaining a comm nications faCility and other improvements All of the foregoing are set forth in the Lease 2 Landlord is leasing to Tenant a portion of the Property described in Exhibit A annexed hereto 3 The initial term of the five 5 years commences on September 1 2005 The Lease will automatically renew for five 5 separate consecutive periods of five 5 years each upon the same terms and conditions of the Lease unless Tenant notifies Landlord in writing of Tenants intention not to renew the Lease at least ninety 90 days prior to the expiration of the existing term Unless earlier terminated the Lease will expire on August 31 2035 4 This Memorandum of Lease is not intended to amend or modify and shall not be deemed or construed as amending or modifying any of the terms conditions or provisions of the Lease all of which are hereby ratified and affirmed In the event of a conflict between the provisions of this Memorandum of Lease and the provisions of the Lease the provisions of the Lease shall control 5 The Lease shall be binding upon and inure to the benefit of the parties and their respective heirs successors and assigns subject to the provisions of the Lease IN WITNESS WHEREOF the parties have executed this Memorandum of Lease as of the day and year first above written 0 By 1PrintName Its cv4tD71VM L2 JI dfiDatetooS acknowledgements to follow on next page STATE OF tu4 COUNTY OF I V ss I certify that I know or have satisfactory evidence that tey g LeiSis the personwhoappearedbeforemeandsaidpersonacknowledgedthathesignedthisinstrumentonoathstatedthathewasauthorizedtoexecutetheinstrumentandacknojllledgeditastheIIAfUofGiiroTlubur1tobethefreendvoluntaryactofsuchpartyfortheusesandpurposesmentionedinthe instrument Jrd 9Dated s f jCfJA Notary Public 1PrintName1llliCEt2Sa f11 residing at E11 IUd My commission expires IJ 2 Z7 7 w ELLe 1 O IIIS810 0 VNOJd t 0eoLdWjlcCotoG0s007IfAO Use this 8106 OI1lotary stamp seal STATE OF Jtt4W nlAJ ss COUNTYOF AVU4 I certify that I know or have satisfactory evidence that E nA kolJ is the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as theEltEWTInill7ofNewCingularWirelessPCSLLCthelimitedliabilitycompanytobethefreeandvoluntaryactofsuchpartyfortheusesandpurposesmentionedintheinstrument Dated 0 05 Notory PubNc Stole ot WoshlngtonHEATHERMAREEWRIGHT AppoIntment Expires Mar 14 2009 Use this space for notary stamp seal N ary Public Pn t Name residing at My commission expires EXHIBIT A DESCRIPTION OF PROPERTY to the Memorandum of Lease executed on the qJ day of 1 2005 by and between the City of Auburn as Landlord and New Cingular Wireless PC LLC as Tenant The Property is described and or depicted as follows THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11 TOWNSHIP 21 NORTH RANGE 4 EAST W M EXCEPT THE WEST 663 FEET OF THE NORTH 663 FEET OF THE SOUTH 693 FEET THEREOF AND EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TOTHE CITY OF AUBURN FOR SOUTH 316TH STREET BY INSTRUMENT RECORDED UNDER RECORDING NO 8503210865 AS PROVIDED BY RESOLUTION NO 1565 OF THE CITY OF AUBURN SITUATE IN THE CITY OF AUBURN COUNTY OF KING STATE OF WASHINGTON RESOLUTION NO 4008 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO TERMINATE EMERGENCY WATER SUPPLY INTERTIE AGREEMENT NO 2 BETWEEN THE CITY OF AUBURN AND LAKEHAVEN UTILITY DISTRICT WHEREAS pursuant to RCW 39 34 the Interlocal Cooperation Act the City of Auburn and Lakehaven Utility District entered into Emergency Water Supply Intertie Agreement 2 in 1998 and WHEREAS Lakehaven Utility District and City of Auburn Interlocal Agreement Resolution No 3652 establishing water service boundaries has been executed and WHEREAS portions of the Lakehaven water system have been constructed to supply water to apportion of Auburn s PAA and WHEREAS Auburn has evaluated water service issues and determined that it is not cost feasible to provide direct water service within its PAA above the 160 foot elevation adjacent to Lakehaven s water infrastructure and WHEREAS Lakehaven s delivery of water service to these areas will provide the maximum efficiency in the use of existing and future facilities and water planning and WHEREAS the constructed intertie facility is within the Lakehaven Utility District water service area and would need to be relocated to serve as an emergency connection and Resolution No 4008 April 6 2006 Page 1 WHEREAS if an emergency intertie is required one would be constructed at the location covered under emergency water supply agreement nO 1 NOW THEREFORE THE COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREWITH RESOLVES THAT Section 1 The Mayor of the City of Auburn is herewith authorized to terminate the Emergency Water Supply Intertie Agreement No 2 between the City and Lakehaven Utility District attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This resolution shall be in full force and effect upon passage and signatures hereon DATEDlhiSmayot t 2006 CITY OF AUBURN PETER B LEWIS MAYOR mResolution No 4008 April 6 2006 Page 2 ATTEST Ala Dr Z Jb Danielle E Daskam City Clerk APPROVED AS TO FORM Daniel B Heid City Attorney Resolution No 4008 April 6 2006 Page 3 11 n r J 1 I1 1 1Ij I I 1 j1 1 1 IIjIEMERGENCY WATER SUPPLY AGREEMENT LakehavenlAuburn Intertie No 2 THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as City and Lakehaven Utility District hereinafter referred to as District WITNESSETH WHEREAS the City has water facilities in the vicinity ofa water main ofthe District and WHEREAS the City can increase fire protection reliability for its customers if water is available from the District and WHEREAS the District is willing to provide to the City service necessary to increase fire fighting reliability upon the terms and conditions set forth herein NOW THEREFORE IT IS MUTUALLY AGREED as follows 1 The District hereby grants to the City the right to connect a water meter and appurtenances to the end of the 8 inch water main located in a vault at the intersection of R Street NW on Abby Drive in King County Washington 2 The meter described in Paragraph No 1 herein is installed to increase fire fighting reliability or emergency water supply Water shall not be withdrawn from the supply without the prior written approval ofthe District At such time the City shall state the requested time ofcommencement duration ofuse and quantity ofwater to be so used 3 The City shall comply with all District resolutions and rules relating to connection to the District s water system including but not limited to the District s written approval of plans and specifications for the connection prior to construction 4 The City shall pay to the District the same connection fee rates and charges and monthly service charges except for capital facilities charge as are established from time to time by District resolution and as are applicable to the use of a six 6 inch meter The current monthly service charge for a six 6 inch meter is 238 20 per month The current rate for water use is OA8 ccffor winter usage November June and O 96 ccffor summer usage July October and these rates shall be in effect until such time as the District amends its rate resolution or until a meter of different size is utilized 5 This Agreement shall not authorize or permit the City to take water from the connection described herein beyond what is described in paragraph 2 ORIGINAL Exhibit A Resolution No 2954 Word3 EI Interloca1Aubum Emergency Water Supply Agreement doc dim 04 08 98 Page 1 1 I I1 1 6 The cost of the meter installation pursuant to this Agreement shall be fully reimbursed by the City and shall become the property of the District upon completion of installation 7 a In case of emergency or whenever the public health safety or the equitable distribution ofwater so demands the District may change reduce or limit the time for or temporarily discontinue the supply of water without notice b Water service may be temporarily interrupted limited for purposes ofmaking repairs extensions or doing other necessary work and c The District shall not be responsible for any damage resulting from interruption change or failure ofthe water supply and the City shall save and hold harmless the District from any loss damages or suites to or by customers ofthe City resulting from interruption change or failure of water supply provided by this Agreement except damages arising out ofthe District s negligence Prior to a planned interruption or limiting of service the District will notify the City ofsuch not less than three days prior to the service disruption The District agrees to use best efforts and reasonable diligence to notify City as soon after it becomes aware ofthe need for service disruption and further will to the extent practical limit the service disruptions to daylight hours 8 In the event of non performance of any provision herein by the City District may shut off water supplied pursuant to this Agreement 9 This Agreement may be terminated by either party hereto upon 60 days written notice to the other party IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN King County Washington BY II l l 9 Mayor Date By City Attorney LAKEHAVEN UTILITY DISTRICT King County Washington tdBy Approv 4 Cfe Date By ORIGINAL Word3 EllnterlocalAubum Emergency Water Supply Agreement doc dim 04 08 98 Page 2 RESOLUTION NO 4018 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A LEASE AGREEMENT BETWEEN THE CITY AND CLEARWIRE LLC FOR THE PURPOSE OF LEASING PROPERTY FOR COMMUNICATION EQUIPMENT THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON IN A REGULAR MEETING DULY ASSEMBLED HEREBY RESOLVES as follows Section 1 The Mayor and City Clerk of the City of Auburn are herewith authorized to execute a Lease Agreement between the City and Clearwire LLC for the purpose of leasing space on the Lakeland Hills water reservoir for communication equipment A copy of said Agreement is attached hereto and denominated Exhibit A and incorporated herein by this reference Section 2 That the Mayor is authorized to implement such other administrative procedures as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signatures hereon Resolution No 4018 April 18 2006 Page 1 r Dated and Signed this day OfYVlcur 2006 CITY OF AUBURN wCS PETER B LEWIS MAYOR ATTEST APPROVED AS TO FORM Resolution No 4018 April 18 2006 Page 2 SITE LEASE AGREEMENT THIS SITE LEASE AGREEMENT Lease is by and between the City of Auburn a municipal corporation under the existing laws of the State of Washington having a mailing address of 25 West Main Auburn WA 98001 Landlord and Clearwire LLC a Nevada limited liability company Tenant 1 Lease Aqreement Landlord hereby leases to Tenant the property generally described and depicted in Exhibit A Memorandum of Lease attached hereto and incorporated by reference Lease Area including space on Landlord s water tank located on the Property Water Tank Area said lease area being a portion of the real property legally described in Exhibit A Property The Lease shall be nonexclusive and shall not preclude Landlord from granting a similar lease right license franchise etc to other carriers or other persons for telecommunications or any other purpose so long as the subsequent agreement protects Tenants rights granted by this Lease 2 Term This Lease shall commence on the date of full execution hereof Commencement Date and run for a period of five 5 years terminating at midnight on the fifth anniversary of the Commencement Date Initial Term 3 Tenants Use of the Lease Area Antenna Facilities a Tenants use of the Lease Area and Property shall be strictly limited to those uses set forth in this Section 3 Tenant may use the Lease Area for the transmission and reception of radio communication signals and for the construction installation operation maintenance repair removal or replacement of related facilities necessary for the operation of a telecommunications facility as well as for access and utilities Tenant may place its ground based telecommunications equipment only within the portion of the Lease Area identified as the Compound on Exhibit A Tenant may install antennas within the Water Tank Area b Tenant shall have the right at its expense to erect and maintain on the Lease Area improvements personal property and facilities necessary to operate its communications system including radio transmitting and receiving antennas and related cables and conduits equipment shelters and or cabinets and related cables and utility lines and a location based system including coaxial cable base units and other associated equipment as such location based system may be permitted by any county state or federal agency department Tenant shall have the right to alter replace and expand within the confines of the Lease Area as defined in Section 1 and without interference to other providers tenants enhance and upgrade the Antenna Facilities at any time during the term of this Lease Tenant shall cause all construction and operation to occur lien free and in compliance with all applicable laws and ordinances Landlord acknowledges that it shall not interfere with any aspects of construction including attempting to direct construction personnel as to the location of or method of installation of the Antenna Facilities The Antenna Facilities shall remain the exclusive property of Tenant Tenant shall have the right to remove the Antenna Facilities at any time during and upon the expiration or termination of this Lease c Tenant shall at Tenants expense keep and maintain the Lease Area and Antenna Facilities now or hereafter located on the Property in commercially reasonable condition and repair during the term of this Lease normal wear and tear and loss due to casualty or other causes beyond Tenants control excepted Tenant may install and maintain landscape plantings within the Lease Area Tenant shall replace any existing landscape plantings damaged during the installation or operation of Tenants Antenna Facilities Upon termination or expiration of this Lease the Lease Area shall be returned to Landlord in good usable condition normal wear and tear and loss due to casualty or other causes beyond Tenant s control excepted within ninety 90 days d Tenant shall remove any and all telecommunications equipment and appurtenances installed by Metricom Inc on the Water Tank or Property Rather than removing Metricom Inc equipment and appurtenances Tenant may choose to utilize all or a portion of the equipment and appurtenances if it is in good and safe working order Any Metricom Inc equipment removed by Tenant is to be disposed of legally at Tenants expense e In addition to using the Lease Area Tenant may utilize the Property to install and use underground conduits running from the Compound in a generally straight line to the base of the Water Tank and then extend up the side of the Water Tank to the Antenna Facilities f Tenant shall have the right to install utilities power and telephone at Tenant s expense and to improve the present utilities on the Property including but not limited to the installation of emergency power generators Landlord agrees to cooperate with Tenant in its reasonable efforts to acquire necessary utility service Tenant shall wherever practicable install separate meters for utilities used on the Property by Tenant Landlord shall diligently correct any variation interruption or failure of utility service within Landlord s control g Prior to installation of equipment Tenant shall submit for Landlord review and approval which approval shall not be unreasonably withheld or delayed an electrical and grounding connection plan that assures no interference with the Water Tank cathodic protection system The plan shall include a 3 minimum diameter common use conduit enclosure for cables from the ground level to top of tank This conduit may be utilized by other telecommunication providers until such time as it is filled to capacity at which time new providers will need to pay for upsizing Upon Landlord approval of the plans Tenant may proceed to install and operate the Antenna Facilities 4 Rent a Tenant shall pay Landlord as rent 12 000 Thousand and no 100 dollars 12 000 00 per year Rent Rent shall be payable within twenty 20 days following the Commencement Date and thereafter the Rent will be payable yearly no later than the anniversary of the Commencement Date to Citv of Auburn Water Utilitv Fund Account Number 430 369 900 at Landlord s address specified in Section 13 below The Rent shall increase annually over the Rent payable the preceding year in proportion to the increase of the All Items category of the Consumer Price Index for Urban Wage Earners and Clerical Workers published by the Bureau of Labor Statistics of the U S Department of Labor for Seattle Everett Metropolitan Area the Index The first adjustment shall be based on the amount if any by which the Index for the 1 ih month of the Lease term has increased over the Index for the month preceding the commencement of the lease term Subsequent adjustments will be based on the amount if any by which the Index for each subsequent 1 ih month of the Lease term has increased over the Index for the 1 ih month of the preceding 12 month period It shall be the responsibility of the Landlord to track the CPI and notify the Tenant of increases or reductions in the Rent Landlord shall notify Tenant within 90 days of the commencement of the Renewal Term as to the revised rate at which the Rent shall be increased annually thereafter Landlord will invoice Tenant for back Rent due or refund over payment as necessary to correct the payment received for the first year of the Renewal Term If at any time the CPI ceases to incorporate a significant number of items if a substantial change is made in the method of establishing the CPI or if issuance of the CPI shall be discontinued then the Landlord and Tenant shall mutually agree upon another standard recognized cost of living index issued by the United States Government provided that if the parties cannot reach agreement on such other standard cost of living index then the Landlord shall select the index closest to the CPI In either case the substitute index chosen shall result in increases in the Rent similar to those that had been or would have been generated by the CPI If this Lease is terminated for any reason other than a default by Tenant at a time other than on the anniversary of the Commencement Date Rent shall be prorated as of the date of termination and all prepaid Rent shall be refunded to Tenant within sixty 60 days b In addition to the monetary rent described in section 4 a Tenant shall provide Landlord with twenty five 25 Clearwire base data service accounts or equivalent for Landlord use Tenant shall cover any service charges for the accounts provided to Landlord under this Agreement for the duration of the Initial Term and any Renewal Terms Landlord may require additional service accounts each additional account requested by Landlord and provided by Tenant shall reduce the annual rent by Twenty Five Dollars 25 00 per month Landlord agrees to purchase from Tenant at Tenants cost any communication hardware required to utilize the accounts provided by Tenant under this Agreement 5 Renewal Tenant may extend this Lease for 5 additional five year terms each a Renewal Term Each Renewal Term shall be on the same terms and conditions as set forth herein including the Rent increase set forth in Section 4 above This Lease shall automatically renew for each successive Renewal Term unless Tenant notifies Landlord in writing of Tenant s intention not to renew this Lease at least ninety 90 days prior to the expiration of the Initial Term or any Renewal Term Landlord may during any Renewal Term notify Tenant in writing of Landlord s intention not to renew this Lease for an additional Renewal Term which notice shall be provided to Tenant at least one hundred and eighty 180 days prior to the expiration of the then in effect Renewal Term If Tenant shall remain in possession of the Lease Area at the expiration of this Lease or any Renewal Term without a written agreement such tenancy shall be deemed a month to month tenancy under the same terms and conditions of this Lease 6 Interference Tenant and Landlord shall not operate in a manner which interferes with the other party s operations on the Property Tenants Antenna Facilities and the use thereof shall not interfere with the use of any other communication or similar equipment of any kind and nature owned or operated by Landlord or other lessee licensees franchisees etc existing and operating on the Property prior in time to the commencement of this Lease and subsequent to the installation by Tenant of the Antenna Facilities Landlord agrees to exercise reasonable care to assure equipment of subsequent providers leasing space on the Property does not interfere with Tenants Antenna Facilities operations The Landlord however is not in any way responsible or liable for any interference with Tenants use of Landlords Property which may be caused by the use and operation of any other tenants equipment even if caused by new technology so long as such equipment continues to operate within its existing frequencies and in compliance with all applicable laws and FCC rules and regulations In the event there is interference between Tenant and any third party such interference will be resolved by and between the parties affected however if such interference cannot be resolved to Tenants satisfaction within forty eight 48 hours from commencement of such interference then the parties acknowledge that Tenant will suffer irreparable injury and therefore Tenant will have the right in addition to any other rights that it may have at law or in equity to terminate this Lease upon 30 days notice to Landlord and restore the Landlord s Property to its original condition reasonable wear and tear and loss due to casualty or other causes beyond Tenant s control excepted 7 Access a Tenant shall have the right during the Initial Term and of this Lease and any Renewal Term for ingress and egress to the Property over the south fifteen 15 feet of Lot 6 Lakeland Hills Division Number 3 Extension according to the plat thereof recorded in Volume 145 of Plats pages 72 and 73 in King County Washington b Tenant shall have 24 hours a day 7 days a week access to the Lease Area Access at all times during the Initial Term of this Lease and any Renewal Term In the event Landlord its employees or agents unreasonably deny Access to Tenant its employees or agents Tenant shall without waiving any other rights that it may have at law or in equity deduct from Rent amounts due under this Lease an amount equal to fifty and no 100 dollars per day for each day that Access is impeded or denied Access to Landlord facilities beyond the Lease Area including but not limited to the water reservoir site and the water reservoir require 48 hours notice to the Water Division Supervisor of the City of Auburn Water Utility phone 253 931 3066 Access to Landlord facilities will only occur with Landlord supervision Tenant agrees to reimburse Landlord for Landlord expenses attributed to supervising Tenant while accessing Landlord facilities The hourly rate for Landlord supervision during City standard office hours will be 32 50 per hour in calendar year 2006 The hourly rate shall increase annually on January 151 over the hourly rate payable the preceding year by not less than three and one half percent 3 5 or the CPI Urban for the Seattle Tacoma area whichever is the greater unless a different hourly rate amount is negotiated 8 Termination Except as otherwise provided herein this Lease may be terminated without any penalty or further liability as follows a upon thirty 30 days written notice by Landlord if Tenant fails to cure a default for payment of amounts due under this Lease within that thirty 30 day period b immediately if Tenant is unable to obtain maintain or otherwise forfeits or cancels any license including without limitation an FCC license permit or any Governmental Approval necessary to the installation and or operation of the Antenna Facilities or Tenant s business c upon ninety 90 days written notice by Tenant if the Lease Area or the Antenna Facilities are or become unacceptable under Tenants design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong d immediately upon written notice by Tenant if the Lease Area or the Antenna Facilities are destroyed or damaged so as in Tenant s reasonable judgment to substantially and adversely affect the effective use of the Antenna Facilities In such event all rights and obligations of the parties shall cease as of the date of the damage or destruction and Tenant shall be entitled to the reimbursement on a prorated basis of any Rent prepaid by Tenant If Tenant elects to continue this Lease then all Rent shall abate until the Lease Area and or the Antenna Facilities are restored to the condition existing immediately prior to such damage or destruction or e at the time title to the Property transfers to a condemning authority pursuant to a taking of all or a portion of the Property sufficient in Tenants determination to render the Lease Area unsuitable for Tenants use Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking f Landlord may terminate this Lease if Landlord needs the Lease Area for expansion of Landlord s responsibility to provide its services and Landlord has no reasonable or economical alternative site available provided Landlord provides Tenant written notice twelve 12 months in advance of Landlord s need to re establish Landlord s sole use of the Lease Area Upon Tenants receipt of written notice Tenant shall have six 6 months to submit to Landlord alternative locations for its Antenna Facilities Such alternative locations may be on the Property or other properties owned or managed by Landlord Landlord shall evaluate such alternatives and advise Tenant in writing if one or more of the alternatives is suitable to accommodate Tenants Antenna Facilities To be a suitable alternative location such location will not unreasonably result in any interruption of the communications service of Tenant on Landlord s Property nor will it impair or in any manner alter the quality of communications service provided by Tenant on and from Landlord s owned or managed properties Tenant shall submit additional relevant information to assist the Landlord in making such evaluation Landlord shall give each alternative location proposed by Tenant full and fair consideration within a reasonable time so as to allow for the relocation work to be performed in a timely manner If in Tenants reasonable judgment no suitable alternative location can be found Tenant shall remove its Antenna Facilities as otherwise provided in this Section 3 c of this Lease If an alternative location for Tenants Antenna Facilities is found Landlord and Tenant agree to enter into a new Lease Agreement with the same terms and conditions of this Lease g If during the term of this Lease there is a determination made pursuant to an official unappealable order of the Federal Communications Commission or any other applicable law order ordinance regulation directive or standard as stated above that use of the Antenna Facilities by the Tenant poses a human health hazard which cannot be remediated then a Tenant shall immediately cease all operations of the Antenna Facilities and b the Lease shall terminate as of the date of such order without further liability If for reasons related to public health safety or welfare Landlord determines that this Lease must be terminated then Landlord reserves rights of unilateral termination and will do so by providing Tenant with a six 6 month written notice 9 Default and Riqht to Cure Notwithstanding anything contained herein to the contrary and without waiving any other rights granted to it at law or in equity each party shall have the right but not the obligation to terminate this Lease on written notice pursuant to Section 13 hereof to take effect immediately if the other party i fails to perform any covenant for a period of thirty 30 days after receipt of written notice thereof to cure or ii commits a material breach of this Lease and fails to diligently pursue such cure to its completion after sixty 60 days written notice to the defaulting party 10 Taxes Landlord shall pay when due all real property taxes or other fees and assessments for the Property including the Lease Area In the event that Landlord fails to pay any such real property taxes or other fees and assessments Tenant shall have the right but not the obligation to pay such owed amounts and deduct them from Rent amounts due under this Lease Notwithstanding the foregoing Tenant shall pay any personal property tax State leasehold tax excise tax real property tax or any other tax or fee which are directly attributable to the presence or installation of Tenants Antenna Facilities only for so long as this Lease has not expired of its own terms or is not terminated by either party Landlord hereby grants to Tenant the right to challenge whether in a Court Administrative Proceeding or other venue on behalf of Landlord and or Tenant any personal property or real property tax assessments State leasehold tax or excise tax that may affect Tenant If Landlord receives notice of any personal property or real property tax assessment State leasehold tax or excise tax against the Landlord which may affect Tenant and is directly attributable to Tenant s installation Landlord shall provide timely notice of the assessment to Tenant sufficient to allow Tenant to consent to or challenge such assessment Further Landlord shall provide to Tenant any and all documentation associated with the assessment and shall execute any and all documents reasonably necessary to effectuate the intent of this Section 11 Indemnification a Tenant shall defend indemnify and hold harmless the Landlord its officers officials employees and volunteers from and against any and all claims suits actions or liabilities for injury or death of any person or for loss or damage to property which arises out of Tenants use of Premises or from the conduct of Tenants business or from any activity work or thing done permitted or suffered by Tenant in or about the Premises except only such injury or damage as shall have been occasioned by the sole negligence of the Landlord b Should a court of competent jurisdiction determine that this Lease is subject to RCW 4 24 115 then in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Tenant and the Landlord its officers officials employees and volunteers the Landlord s liability hereunder shall be only to the extent of the Landlord s negligence It is further specifically and expressly understood that the indemnification provided herein constitutes the Tenants waiver of immunity under Industrial Insurance Title 51 RCW solely for the purposes of this indemnification This waiver has been mutually negotiated by the parties The provisions of this section shall survive the expiration or termination of this Lease c The Tenant and the City waive all rights against each other any of their Subcontractors Sub subcontractors agents and employees each of the other for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Lease or other property insurance applicable to the work The policies shall provide such waivers by endorsement or otherwise 12 Insurance The Tenant shall procure and maintain for the duration of the Lease insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Tenant its agents representatives or employees a Minimum Scope of Insurance Tenant shall obtain insurance of the types described below 1 Automobile Liability insurance covering all owned non owned hired and leased vehicles Coverage shall be written on Insurance Services Office ISO form CA 00 01 or a substitute form providing equivalent liability coverage If necessary the policy shall be endorsed to proVide contractual liability coverage 2 Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises operations independent tenants products completed operations stop gap liability and personal injury and advertising injury and liability assumed under an insured contract The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85 There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion collapse or underground property damage The Landlord shall be named as an additional insured under the Tenants Commercial General Liability insurance policy with respect to the work performed for the Landlord using ISO Additional Insured Endorsement CG 20 10 10 01 and Additional Insured Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage 3 Workers Compensation coverage as required by the Industrial Insurance laws of the State of Washington b Minimum Amounts of Insurance Tenant shall maintain the following insurance limits 1 Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of 1 000 000 per accident 2 Commercial General Liability insurance shall be written with limits no less than 1 000 000 each occurrence 2 000 000 general aggregate and a 2 000 000 products completed operations aggregate limit c Other Insurance Provisions The insurance policies are to contain or be endorsed to contain the following provisions for Automobile Liability Professional Liability and Commercial General Liability insurance 1 The Tenants insurance coverage shall be primary insurance as respects the Landlord Any insurance self insurance or insurance pool coverage maintained by the Landlord shall be in excess of the Tenants insurance and shall not contribute with it 2 The Tenants insurance shall be endorsed to state that coverage shall not be cancelled by either party except after thirty 30 days prior written notice by certified mail return receipt requested has been given to the Landlord d Acceptability of Insurers Insurance is to be placed with insurers with a current AM Best rating of not less than AVII e Verification of Coverage The Tenant shall furnish the Landlord with documentation of insurer s AM Best rating and with original certificates and a copy of amendatory endorsements including but not necessarily limited to the additional insured endorsement evidencing the insurance requirements of the Consultant before commencement of the work f Subcontractors The Tenant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractors All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Tenant g No Limitation Tenants maintenance of insurance as required by the Lease shall not be construed to limit the liability of the Tenant to the coverage provided by such insurance or otherwise limit the Landlord s recourse to any remedy available at law or in equity 13 Notices All notices requests demands and other communications shall be in writing and are effective three 3 days after deposit in the U S mail certified and postage paid or upon receipt if personally delivered or sent by next business day delivery via a nationally recognized overnight courier to the addresses set forth below Landlord or Tenant may from time to time designate any other address for this purpose by providing written notice to the other party If to Tenant to With a CODV to Clearwire LLC Attn Site Property Manager 5808 Lake Washington Blvd NE Suite 300 Kirkland WA 98033 Telephone 425 216 7600 Fax 425 216 7900 Clearwire LLC Attention Legal Department 5808 Lake Washington Blvd NE Suite 300 Kirkland WA 98033 Telephone 425 216 7600 Fax 425 216 7900 If to Landlord to With a CODY to Public Works Director City of Auburn 25 West Main St Auburn WA 98001 City Attorney City ofAuburn 25 West Main St Auburn WA 98001 14 Quiet Eniovment Title and Authoritv Landlord covenants and warrants to Tenant that i Landlord has full right power and authority to execute this Lease ii it has good and unencumbered title to the Property free and clear of any liens or mortgages except those disclosed to Tenant and which will not interfere with Tenants rights to or use of the Lease Area and iii execution and performance of this Lease will not violate any laws ordinances covenants or the provisions of any mortgage lease or other agreement binding on Landlord 15 Environmental Laws Landlord represents that it has no knowledge of any substance chemical or waste collectively Hazardous Substance on the Property that is identified as hazardous toxic or dangerous in any applicable federal state or local law or regulation Landlord and Tenant shall not introduce or use any Hazardous Substance on the Property in violation of any applicable law Landlord shall be responsible for and shall promptly conduct any investigation and remediation as required by any applicable environmental laws for all spills or other releases of any Hazardous Substance not caused in whole or in part by Tenant that have occurred or which may occur on the Property Each party agrees to defend indemnify and hold harmless the other from and against any and all administrative and judicial actions and rulings claims causes of action demands and liability collectively Claims including but not limited to damages costs expenses assessments penalties fines losses judgments and reasonable attorney fees that the indemnitee may suffer or incur due to the existence or discovery of any Hazardous Substances on the Property or the migration of any Hazardous Substance to other properties or the release of any Hazardous Substance into the environment collectively Actions that relate to or arise from the indemnitor s activities on the Property Landlord agrees to defend indemnify and hold Tenant harmless from Claims resulting from Actions on the Property not caused by Landlord or Tenant prior to and during the Initial Term and any Renewal Term of this Lease The indemnifications in this section specifically include without limitation costs incurred in connection with any investigation of site conditions or any cleanup remedial removal or restoration work required by any governmental authority This Section 15 shall survive the termination or expiration ofthis Lease 16 Assiqnment and Subleasinq a The Tenant may not sublease any portion of the Lease Area or grant any rights to the Lease Area to any third parties except as specifically set for in this Lease b All of the terms and provisions contained herein shall inure to the benefit of and shall be binding upon the parties hereto and their respective heirs legal representatives successors and assigns This Lease shall not be assigned by Tenant without the express written consent of Landlord which consent shall not be unreasonably withheld delayed or conditioned Any attempted assignment in violation of this Section shall be void The transfer of the rights and obligations of Tenant to a parent subsidiary or other affiliate of Tenant or to any successor in interest or entity acquiring fifty one percent 51 or more of Tenants stock or assets shall not be deemed an assignment Tenant shall give to Landlord thirty 30 days prior written notice of any such transfer c Additionally Tenant may upon notice to Landlord mortgage or grant a security interest in this Lease and the Antenna Facilities and may assign this Lease and the Antenna Facilities to any mortgagees or holders of security interests including their successors or assigns collectively Mortgagees provided such Mortgagees agree to be bound by the terms and provisions of this Lease In such event Landlord shall execute such consent to leasehold financing as may reasonably be required by Mortgagees Landlord agrees to notify Tenant and Tenants Mortgagees simultaneously of any default by Tenant and to give Mortgagees the same right to cure any default as Tenant or to remove any property of Tenant or Mortgagees located on the Lease Area except that the cure period for any Mortgagees shall not be less than thirty 30 days after receipt of the default notice as provided in Section 9 of this Lease All such notices to Mortgagees shall be sent to Mortgagees at the address specified by Tenant Failure by Landlord to give Mortgagees such notice shall not diminish Landlord s rights against Tenant but shall preserve all rights of Mortgagees to cure any default and to remove any property of Tenant or Mortgagees located on the Lease Area 17 Removal of Antenna Facilities The Antenna Facilities are and shall remain the property of the Tenant and upon the expiration or earlier termination of this Lease Tenant shall at Tenants sole cost and expense remove the Antenna Facilities and restore the Lease Area to its original condition normal wear and tear and loss due to casualty or other causes beyond Tenants control excluded 18 Miscellaneous a The substantially prevailing party in any litigation including any arbitration to which the parties shall submit arising hereunder shall be entitled to its reasonable attorneys fees and court costs including appeals if any b This Lease constitutes the entire agreement and understanding of the parties and supersedes all offers negotiations and other agreements There are no representations or understandings of any kind not set forth herein Any amendments to this Lease must be in writing and executed by both parties At such time as the Auburn City Council approves any regulation affecting telecommunications Tenant agrees to amend this Lease as determined by the Landlord in order to comply with any future ordinance related to telecommunications provided however that in no event shall such regulation imaterially interfere with or affect Tenants operation of its Antenna Facilities or ii increase Tenants financial obligations under the terms of this Lease except as provided herein or impose some new financial obligations not already contemplated by this Lease No amendment change or modification of this Lease shall be valid unless in writing and signed by all parties hereto c Each party agrees to cooperate with the other in executing any documents including a Memorandum of Lease in substantially the form attached hereto as Exhibit A necessary to protect its rights or use of the Lease Area The Memorandum of Lease may be recorded in place of this Lease by either party In the event the Property is encumbered by a mortgage or deed of trust Landlord agrees upon request of Tenant to obtain and furnish to Tenant a non disturbance and attornment agreement for each such mortgage or deed of trust in a form reasonably acceptable to Tenant Tenant may obtain title insurance on its interest in the Lease Area d This Lease shall be construed in accordance with the laws of the state in which the Property is located e If any term of this Lease is found to be void or invalid such finding shall not affect the remaining terms of this Lease which shall continue in full force and effect The parties agree that if any provisions are deemed not enforceable they shall be deemed modified to the extent necessary to make them enforceable No provision of this Lease will be deemed waived by either party unless expressly waived in writing signed by the waiving party No waiver shall be implied by delay or any other act or omission of either party No waiver by either party of any provision of this Lease shall be deemed a waiver of such provision with respect to any subsequent matter relating to such provision f The persons who have executed this Lease represent and warrant that they are duly authorized to execute this Lease in their individual or representative capacity as indicated g This Lease may be executed in any number of counterpart copies each of which shall be deemed an original but all of which together shall constitute a single instrument h All Exhibits referred to herein and any Addenda are incorporated herein for all purposes The parties understand and acknowledge that Exhibit A Memorandum of Lease is attached to this Site Lease Agreement The terms of all Exhibits are incorporated herein for all purposes iIf Landlord is represented by any broker or any other leasing agent Landlord is responsible for all commission fees or other payment to such agent and agrees to indemnify and hold Tenant harmless from all claims by such broker or anyone claiming through such broker If Tenant is represented by any broker or any other leasing agent Tenant is responsible for all commission fee or other payment to such agent and agrees to indemnify and hold Landlord harmless from all claims by such broker or anyone claiming through such broker 19 Headinqs The caption and paragraph headings used in this Lease are inserted for convenience of reference only and are not intended to define limit or affect the interpretation or construction of any term or provision hereof 20 Liens Except with respect to activities for which Landlord is responsible Tenant shall pay as due all claims for work done on and for services rendered or material furnished to the Antenna Facility and shall keep the Antenna Facility free from all liens LANDL BY Peter B Lewis Mayor Date MAY 1 2006 DNumber f OO 227 TENANT Clearwire LLC a Nevada limited liability company r liBy it Name jj n YA v Date B I 6I acknowledgements to follow on next page STATE OF tJJ J ss COUNTY OF f I IV U I certify that I know or have satisfactory evidence that f e fJ LeJJ is the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the in truf11ent and a knovvledged it as the 1tYiJV of G r u l f u vt to be the free and voluntary act of such party for the uses and purposes mentioned In the instrument Dated I1114t U i M Z l II N tary PublicSIONPrintName1 ci 8 D d lJf C i residing a G ntt iI ul 6 8 OTAl1r My commission expires 2rcJ7 e J tfl JU8L C 0 1 25 01 r0 V I J W S1 Use this space forrlOtary stamp seal I certify that n w or have satisfactory evidence t is the person who appeared before me and said person acknowl dged that he signed this instrument on oath sta that hewas authorized to execute the instrum nd acknowledged it as the ofCL the limited liability company to be the free and voluntary act of such party for the uses and p rpos mentioned the instrument Dated ss STATE OF COUNTY OF to I NfSStl 10IIII1 1 j cSION l11 IXjVl3001AItij 30 rtI u rflll lJ8ft 0 Ii19 rIrItVIfIlIIClfWASII Use this space for notary stamp seal Notary P bli Print Name residing at My commission expires Exhibit A MEMORANDUM OF LEASE I to the Site Lease Agreement executed on the J day of I1l1 rbetweentheCityofAuburnasLandlordandfledrwtrcasTenant MOL to follow on next page 2006 by and Return to Auburn City Clerk 25 West Main Street Auburn WA 98001 MEMORANDUM OF LEASE THIS MEMORANDUM OF LEASE is by and between the City of Auburn a municipal corporation under the existing laws of the State of Washington having a mailing address of 25 West Main Auburn WA 98001 Landlord and Clearwire LLC Tenant 1 Landlord and Tenant entered into a certain Site Lease Agreement Lease on the fj day of 2006 for the purpose of installing operating and maintaining a communlc tlons faCIlity and other Improvements All of the foregoing are set forth in the Lease 2 Landlord is leasing to Tenant a portion of the Property described in Exhibit 1 annexed hereto 3 The initial term of the five 5 years commences on September 1 2005 The Lease will automatically renew for five 5 separate consecutive periods of five 5 years each upon the same terms and conditions of the Lease unless Tenant notifies Landlord in writing of Tenant s intention not to renew the Lease at least ninety 90 days prior to the expiration of the existing term Unless earlier terminated the Lease will expire on August 31 2035 4 This Memorandum of Lease is not intended to amend or modify and shall not be deemed or construed as amending or modifying any of the terms conditions or provisions of the Lease all of which are hereby ratified and affirmed In the event of a conflict between the provisions of this Memorandum of Lease and the provisions of the Lease the provisions of the Lease shall control 5 The Lease shall be binding upon and inure to the benefit of the parties and their respective heirs successors and assigns subject to the provisions of the Lease IN WITNESS WHEREOF the parties have executed this Memorandum of Lease as of the day and year first above written LAN By Its D te MAY 1 2006 Taxpayer 10 Number CI t 00 ILd TENANT By Print Name Its Date c V Cl SI oL acknowledgements to follow on next page Ito Ii I ss COUNTY OF J flU rr I certify that I know or have satisfactory evidence that fel 3 J is the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrumentand acknowledgesitasthe JY of 1 1 tJ I A i hufV7 to be the fre and voluntary act of such party for the uses and purposes mentioned In the instrument Dated STATE OF uONotaryPub V Pri t Name IUc i5 jas 12 residing at YLU t My commission expires LtJ Z 0 7 I e I I nSSIONV Ilo JCjT 0 OTA90 mJJ tf tfIU8LIC I f 25 01 O f Olttt WAS Use this space or notary stamp seal I certify th now or have satisfactory evidence t person who appeared before me and said person acknowl ss STATE OF COUNTY OF is the Iiat he signed this instrument nd acknowledged it as the Notary ubi Print Name residing at My commission expires Use this space for notary stamp seal l WATER TANK AREA a pproxIe PROPERTY 33 7 7 COMPOUND Exhibit 1 Description of Lea se Area i t71 6 r M c 5 L i V puiJ c iJov Return Address Auburn City Clerk City of Auburn 25 West Main St Auburn WA 98001 I20060714002416 PACIFIC N TIT MEMO 37 00PAGEI11OF008071421181557KINGCOUNTYA RECORDER S COVER SHEET Document Title s or transactions contained therein lMemorandumofLease Reference Number s of Documents assigned or released O rl ADAdditionalreference5onpageofdocumentNWWOC Grantor s Borrower s Last name first then first name and initials City of Auburn Grantee Assignee Beneficiary Last name first 1 Clearwire LLC Legal Description abbreviated ie lot block plat or section township range South 175 feet of east 110 feet of the west 1 393 feet of SE Yiof Section 31 Township 21 North Range 5 East Additional legal is on page 5 of document Assessor s Property Tax Parcel Account Number 3121059047 o Assessor Tax not yet assigned Salddocument s were filed forreQdbyPacificNorthwestTitleesaocommodationonlyIthasnotbeenexaminedastoproper8X8CUIfonorastoitaaffectupontitle Return to Auburn City Clerk 25 West Main Street Auburn WA 98001 MEMORANDUM OF LEASE THIS MEMORANDUM OF LEASE is by and between the City of Auburn a municipal corporation under the existing laws of the State of Washington having a mailing address of 25 West Main Auburn WA 98001 Landlord and Clearwire LLC Tenant 1 Landlord and Tenant entered into a certain Site Lease Agreement Lease on the J day of 2006 for the purpose of installing operating and maintaining a communlc tlons facIlity and other Improvements All of the foregoing are set forth in the Lease 2 Landlord is leasing to Tenant a portion of the Property described in Exhibit 1 annexed hereto 3 The initial term of the five 5 years commences on September 1 2005 The Lease will automatically renew for five 5 separate consecutive periods of five 5 years each upon the same terms and conditions of the Lease unless Tenant notifies Landlord in writing of Tenants intention not to renew the Lease at least ninety 90 days prior to the expiration of the existing term Unless earlier terminated the Lease will expire on August 31 2035 4 This Memorandum of Lease is not intended to amend or modify and shall not be deemed or construed as amending or modifying any of the terms conditions or provisions of the Lease all of which are hereby ratified and affirmed In the event of a conflict between the provisions of this Memorandum of Lease and the provisions of the Lease the provisions of the Lease shall control 5 The Lease shall be binding upon and inure to the benefit of the parties and their respective heirs successors and assigns subject to the provisions of the Lease IN WITNESS WHEREOF the parties have executed this Memorandum of Lease as of the day and year first above written v LAN By Its D te MAY 1 2006 Taxpayer 10 Number qI I 00 ILd WTENANT By Print Name Its Date C SC4 v vP 5 2 DL acknowledgements to follow on next page toll J ss COUNTY OF J IAJ V I certify that I know or have satisfactory evidence that efef J tLvijis the person who appeared before me and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrumenJand acknowledgep it as the vtt Y of I ry j I buVV7 to be thetreE7and voluntary act of such party for the uses and purposes mentioned In the instrument Dated STATE OF Nota tb Pri t Name 1t1c E fJ as fLtl residing at MfA tyJ My commission expires tlJ Z 0 7 lo E E iltI I IJ SIOIV QI 1 L I 700OTAI10m en 11J8LICiytr25o10 f 0fC WAS Use this space or notary stamp seal I certify th now or have satisfactory evidence t person who appeared before me and said person acknowl ss is the tiat he signed this instrument STATE OF COUNTY OF Notary ubi Print Name residing at My commission expires the instru nt and acknowledged it as the the Iimi liability company to be the free rp ses mentioned in the instrum on oathtted that he was authoRfe d to ex V 0f VIA and voluntary act of su 91 forthe uses nd Dated t 0 U hl LIyUlII1 IIISONIIIlcttJi0Al 30 T 1 j 0 EllVBVfffn07109LoIrA 0 11 1 vIIIfWASII11 Use this space for notary stamp seal EXHIBIT 1 1 DESCRIPTION OF PROPERTY The Property is described and or depicted as follows THE SOUTH 175 00 FEET OF THE EAST 110 00 FEET OF THE WEST 1 393 00 FEET OF THE SOUTHEAST QUARTER OF SECTION 31 TOWNSHIP 21 NORTH RANGE 5 EAST W M CITY OF AUBURN RECORDS OF KING COUNTY WASHINGTON 2 DESCRIPTION OF LEASE AREA tfPROPERTY 33 7 7 COMPOUND Exhibit 1 Description of Lense Aren RESOLUTION NO 4039 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT BETWEEN THE CITY OF AUBURN AND THE WASHINGTON STATE DEPARTMENT OF ECOLOGY FOR COST REIMBURSEMENTS RELATING TO THE CITY S WATER RIGHTS APPLICATION WHEREAS The City of Auburn has applied to the Department of Ecology for an additional water right for municipal water supply use and WHEREAS the Department of Ecology will incur costs in processing the City s application including fees paid to consultants to review certain aspects of the City s application and WHEREAS the costs of processing such applications are born by the applicant and WHEREAS it is in the public interest for the parties to enter into an agreement for the City to reimburse the Department of Ecology for its costs in processing the City s water rights application NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN KING COUNTY WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor of the City of Auburn and the Auburn City Clerk are hereby authorized to execute an Agreement between the City of Auburn and the Washington State Department of Ecology for cost reimbursements Resolution No 4039 May 17 2006 Page 1 relating to the city s water rights application which agreement shall be in substantial conformity with the Agreement a copy of which is attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This resolution shall be in full force and affect upon passage and signatures hereon DATED and SIGNED this S day of v 2006 PE R B LEWIS Mayor Attest lJ Danielle E Daskam City Clerk Resolution No 4039 May 17 2006 Page 2 Washington State Department of Ecology Cost Reimbursement Agreement CRA Between the Washington State Department of Ecology and City of Auburn Water Right Application G1 28404 CRA Project No 9R46 PART A SPECIAL TERMS AND CONDITIONS AND SCOPE OF WORK Current For FY 2005 06 Contents I Applicant Information II Ecology Information III Performance Security IV Scope Of Work Tasks Budget Detail Schedule V Effective Date VI Entire Agreement And Signatures Page 1 2 2 2 5 5 I Applicant Information Project Manager Primary Point of Contact Billing Address Name Same as Left Address City State Zip Code Telephone E Mail Fax Name Duane Huskey Utility Engineer Address 25 West Main Street City State Auburn WA Zip Code 98001 4998 Telephone 253 804 5062 E mail dhuskey@aubumwa gov Fax 253 931 3053 Washington State Department of Ecology Cost Reimbursement Agreement CRA Part A Special Terms and Conditions and Scope of Work Current For FY 2005 Page 1 of 5 Boiler Plate Last Updated 8 10 04 II Ecology Information Project Manager Primary Point of Contact Name Address City State Zip Telephone E mail Fax Tim Roth PO Box 47615 Olympia WA 98504 7615 360 407 7036 TROT461@ECYWAGOV 360 407 7153 III Performance Security Performance Security Option Selected Dollar Amount And If Applicable Holding Institution Pursuant To Section IIB 6 Of Part B General Terms And Conditions Performance Security Option of 10 000 in an interest bearing account IV Scope Of Work Tasks Budvet Detail Schedule The City ofAuburn is applying for an additional water right for municipal water supply use The City ofAuburn has submitted one application for a new groundwater right Gl 28404 requesting 12 500 gallons per minute gpm ofinstantaneous use with an annual requested quantity of 13 443 acre feet per year Ecology s consultant Geomatrix will be tasked to complete the water right processing Phase I work establishing senior water right applications that would be considered in the same source of supply as the City s application thus requiring processing in accordance with RCW 90 03265 In conducting this determination Geomatrix will define the source ofwater that the City of Auburn proposes using for municipal water supply and the universe ofapplications requiring processing based on the following considerations Hydraulic continuity between points ofwithdrawal Sharing ofa common recharge catchment area Sharing ofa common flow regime and Isolation from other sources by the presence of effective barriers to hydraulic flow Washington State Department of Ecology Cost Reimbursement Agreement CRA Part A Special Terms and Conditions and Scope of Work Current For FY 2005 Page 2 of 5 Boiler Plate Last Updated 8 10 04 Sources ofinformation for the same source of supply determination will include area topography geologic structures well log review area water level measurements aquifer characteristics and other information such as available groundwater modeling studies see Task 1 below Consistent with the provisions ofPart B General Terms and Conditions as well as the provisions ofRCW 4321A 690 and RCW 90 03265 the following describes the specific tasks budget detail and schedule for the scope ofwork to be performed by Ecology and its consultant Geomatrix to be subsequently reimbursed by the City ofAuburn pursuant to this CRA Accordingly the Parties signatory to this Agreement agree Task 1 Water Right Application Review and Data Gap Summary This task will include Review ofhydrologic and hydrogeologic data from the files available through Ecology the City ofAuburn the City s consultant and other sources Determination of senior applicants in the same source ofwater supply preparation of a technical memorandum summarizing the same source determination and assembly of a final list ofsenior applications requiring processing Review of City ofAuburn s and senior water right application files to identify intent available supporting information and potential data gaps Review conceptual mitigation options proposed by the City ofAuburn and meet with applicant and Ecology to discuss comments It is assumed that final mitigation plans will not be submitted by the applicant until Phase II processing Initial contact with senior applicants including confirming the applicants intent to pursue the water rights in question and preparation ofletters requesting any additional supporting information including mitigation proposals Attendance at meetings and participation in conference calls with Ecology staff in Bellevue and with the City and its consultant in Auburn as requested and Preparation of a memorandum Phase I report summarizing data gaps and issues to be resolved prior to completing ROEs for the set of applications requiring processing Washington State Department of Ecology Cost Reimbursement Agreement CRA Part A Special Terms and Conditions and Scope of Work Current For FY 2005 Page 3 of 5 Boiler Plate Last Updated 8 10 04 Task 2 Preparation ofScope of Work Schedule and Budgetfor Phase IL This task will include Development ofa scope ofwork to complete processing and preparation ofROEs water right applications submitted by the City of Auburn as well as senior applicants within the same source ofwater Development ofthe estimated schedule and budget for completion ofthe scope of work for Phase II Consultant Phase ICosts Phase 1 Information Review and Associated Tasks Estimated Number of Consultant Hours 363 Hours Estimated Consultant Cost 49 843 00 Estimated Phase I Completion Date 12 Weeks From Effective Date Ecology Direct and BackfIll Cost Estimated Number of Ecology Hours to be Billed to Applicant for Direct Work on Project 50 Hours Estimated Ecology Costs to be Billed to Applicant for Direct Work on Project 2 750 Estimated Backfill Dollars Available for Backfill Consultant Cost 4 000 50 hours x 135hr average consultant rate 6 750 2 750 Ecology direct cost 4 000 Tasks A Phase I Budget 49 843 Schedule 12 weeks from Ecology Signature of Geomatrix Work Assignment B Ecology Direct Costs 2 750 C Ecology Backfill Costs 4 000 TOTAL 56 593 Washington State Department of Ecology Cost Reimbursement Agreement eRA Part A Special Terms and Conditions and Scope of Work Current For FY 2005 Page 4 of 5 Boiler Plate Last Updated 8 10 04 Notes 1 Total Budget Phase I 56593 2 Cost Reimbursement End Date June 30 2007 3 Informational task budget and schedule summary presented here is for informational purposes only Ecology tracks and manages task budget and schedule 4 A formal written and signed amendment to this CRA is required to extend the total project budget amount or final completion date stated herein V Effective Date The effective date ofthis CRA as well as any formal written and signed amendment is the date of signature by the Washington State Department ofEcology VI Entire Areement And Sinatures The Parties hereto have agreed to the tasks budget detail and schedule described herein Part A This entire agreement consisting ofPart A Special Terms and Conditions and Scope ofWork Part B General Terms and Conditions and any formal written and signed amendment can only be modified by a subsequent formal written and signed amendment as described in Section II E3 ofPart B General Terms and Conditions Applica Ecology s Authorized Official e f t z Date 6 NyAddress P O Box 47600 City State Zip Olympia W A 98504 Telephone 360 407 6600 E mail Fax 360 407 7153 By Title Pe Iv 8 Leu0 VII Q CYIDateLIvV Address Ls w Y a1 S City State Zip hWn W I01 0 Telephone 2 LJ3l t E mail p ew s olAlowvY w c pi Fax zS3 2i1 i 32 J9Er Washington State Department of Ecology Cost Reimbursement Agreement CRA Part A Special Terms and Conditions and Scope of Work Current For FY 2005 Page 5 of 5 Boiler Plate Last Updated 8 10 04 RESOLUTION NO 3920 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR TO EXECUTE AN INTERLOCAL AGREEMENT ESTABLISHING WATER SERVICE BOUNDARIES BETWEEN THE CITY OF KENT KING COUNTY WATER DISTRICT NO 111 AND THE CITY OF AUBURN WHEREAS pursuant to RCW 35 A 11 040 Auburn has the legal authority to exercise its powers and perform any of its functions as set forth in RCW 39 34 and WHEREAS pursuant to Chapter 39 34 RCW the Interlocal Cooperation Act Auburn has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS pursuant to Chapter 39 34 RCW the Interlocal Cooperation Act Kent has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS pursuant to Chapter 39 34 RCW the Interlocal Cooperation Act WD 111 has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS the parties recognize the responsibility of public water utilities to provide efficient and reliable service to their customers at reasonable cost and WHEREAS Kent owns and desires to be the water service provider for a property currently within the corporate limits of Kent and within the service areas of Auburn and WD 111 and WHEREAS pursuant to Chapter 70 116 RCW Public Water System Coordination Act the Parties determined and agreed upon the water service areas between the Parties as set forth in the South King County Coordinated Water System Plan Plan and the Parties now desire to modify their water service area boundaries as agreed in this Agreement Resolution No 3920 May 25 2006 Page 1 NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor of the City of Auburn is herewith authorized to execute a Water Service Boundary Agreement between the City of Kent King County Water District No 111 and the City of Auburn in substantial conformity with the agreement attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This resolution shall be in full force and effect upon passage and signatures hereon Resolution No 3920 May 25 2006 Page 2 DATED this staay Of J 2006 ATTEST IOtUW tL1 J banleJle E Daskam City Clerk Resolution No 3920 May 25 2006 Page 3 PETER B LEWIS MAYOR @1W Grantee A 1 sSlgnee Beneficia 2 Kent City of ry Last name first King County Water District No 111 Legal Description abbr eVlated ie lot block Ip at or section townshlp range PER RCW 39 34 o Additional legal is on page of document Assessor s Pro N A perty Tax ParcellAcc ount Number oAssessor Tax not yet assigned rIQORtby Pacific 8 8IOOIM1odation 11tfe eX8mlned as only It not been to 10 to proper 8Xecutio atf8ct upon tille n EXHIBIT A CITY OF KENT KING COUNTY WATER DISTRICT NO 111 and CITY OF AUBURN INTERLOCAL AGREEMENT ESTABLISHING WATER SERVICE BOUNDARIES IS AGREEMENT Agreement made and entered into this day of l 2006 by and between the City of Kent a Washington municipal co poration Kent King County Water District No 111 a Washington municipal corporation WD 111 and the CITY OF AUBURN a Washington municipal corporation Auburn all being duly organized and existing under and by virtue of the laws of the State of Washington individually a Party and collectively the Parties WITNESSETH WHEREAS pursuant to RCW 35 A 11 040 Auburn has the legal authority to exercise its powers and perform any of its functions as set forth in RCW 39 34 and WHEREAS pursuant to Chapter 39 34 RCW the Interlocal Cooperation Act Auburn has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS pursuant to Chapter 39 34 RCW the Interlocal Cooperation Act Kent has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS pursuant to Chapter 39 34 RCW the Interlocal Cooperation Act WD 111 has the legal authority to cooperate with other localities and utilities on the basis of mutual advantage and the efficient provision of municipal services and WHEREAS the parties recognize the responsibility of public water utilities to provide efficient and reliable service to their customers at reasonable cost and WHEREAS Kent owns and desires to be the water service provider for a property currently within the corporate limits of Kent and within the service areas of Auburn and WD 111 and WHEREAS pursuant to Chapter 70 116 RCW Public Water System Coordination Act the Parties determined and agreed upon the water service areas between the Parties as set forth in the South King County Coordinated Water System Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 1 of 9 Plan Plan and the Parties now desire to modify their water service area boundaries as agreed in this Agreement NOW THEREFORE in consideration of the terms and conditions set forth herein the Parties agree as follows 1 Water Service Area WD 111 and Auburn agree to relinquish to Kent the water service area depicted on the m p attached hereto as Attachment 1 and legally described in Attachment 2 which are by this reference incorporated herein The Parties agree that the South King County Coordinated Water System Plan and the water service area boundaries as set forth in the Plan shall be modified to be in accordance with the Parties water service area boundaries as set forth in Attachment 1 2 Management Regulation and Control of Water System Kent WD 111 and Auburn shall have the sole responsibility and authority to construct maintain manage conduct and operate their water systems within their designated water service areas as depicted in Attachment 1 together with any additions extensions and betterments thereto 3 Future Annexations The Parties agree that Kent shall provide water service to the area depicted in Attachment 1 without regard to the present corporate boundaries of the Parties and without regard to future corporate boundaries as they may be periodically altered through annexation 4 Kent Comprehensive Water Planning The terms of this Agreement will be included as an amendment to Kent s Comprehensive Water System Plan Kent will submit to Auburn and WD 111 its Comprehensive Water System Plans and amendments thereto 5 WD 111 Comprehensive Water Planning The terms of this Agreement will be included as an amendment to WD 111 s Comprehensive Water Plan WD 111 will submit to Kent and Auburn its Comprehensive Water System Plans and amendments thereto 6 Auburn Comprehensive Water Planning The terms of this Agreement will be included as an amendment to Auburn s Comprehensive Water Plan Auburn will submit to Kent and WD 111 its Comprehensive Water System Plans and amendments thereto 7 Reliance Each Party hereto acknowledges that the terms hereof will be relied upon by the other in its comprehensive planning to meet the needs of the service area designated herein Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 2 of 9 8 Liability Except as set forth in Section 12 regarding default failure to perform or negligent conduct the Parties agree that this Agreement shall not be a source of liability between the Parties for any failure or interruption of service in the service area of any Party as designated in this Agreement 9 Government Notifications Auburn will give notice of the adoption of this Agreement to Metropolitan King County to the Washington State Department of Health to the South King County Regional Water Association to the Water Utility Coordinating Committee and to any other agency with jurisdiction over or interest in the terms hereof and the Parties shall cooperate and assist each other in all reasonable manner in procuring any necessary approvals hereof by those agencies 10 Boundary Review Board In the event that implementation of the terms herein result in permanent water service to areas that will be outside the respective service boundaries of Kent WD 111 or Auburn the Parties will at the time of such service jointly file a notice of intention with the King County Boundary Review Board in accordance with Chapter 36 93 090 RCW and Chapter 57 08 047 RCW 11 Alteration Amendment or Modification Kent WD 111 and Auburn hereby reserve the right to alter amend or modify the terms and conditions of this Agreement only upon written agreement of the Parties to such alteration amendment or modification 12 Indemnification and Hold Harmless Each Party hereto agrees to protect defend and indemnify the other Parties their officers officials employees and agents from any and all cost claims judgments and or awards of damages arising out of or in any way resulting from the indemnifying Party s its employees subcontractors or agents default failure of performance or negligent conduct associated with this agreement Each Party agrees that its obligations under this provision extend to any claim demand and or cause of action brought by or on behalf of any of its employees or agents The foregoing indemnity is specifically and expressly intended to constitute a waiver of each Party s immunity under Washington s Industrial Insurance Act RCW Title 51 as respects the other Parties only and only to the extent necessary to provide each Party with a full and complete indemnity of claims made by the other Party s employees The Parties acknowledge that these provisions were specifically negotiated and agreed upon by them 13 Integration This Agreement constitutes the entire agreement of the Parties regarding the subject matter hereof and there are no other representations or oral agreements other than those listed herein which vary the terms of this Agreement Future agreements may occur between the Parties to transfer additional or future service areas by mutual agreement Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 3 of 9 14 Obligation Intact Nothing herein shall be construed to alter the rights responsibilities liabilities or obligations of Kent WD 111 or Auburn regarding provision of water service except as specifically set forth herein 15 Duration This Agreement shall take effect on the last day approved by all of the Parties and shall remain in effect until modified by written agreement of the Parties 16 Recording Pursuant to RCW 39 34 040 following the approval and execution of this Agreement by the Parties this Agreement shall be filed with the King County Auditor Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 4 of 9 CITY OF KENT Approved by Motion No regular meeting held on the 2006 of the City of Kent Kent Washington at its d day of 2dL Approved as to form i1 ttCityofKentI City Attorney KING COUNTY WATER DISTRICT NO 111 Approved by Resolution No of the King County Water District No 111 Kent Washington at its regular meeting held on the 8 day of JI 2006 By iJA 0 Patrick Hanis President King County Water District No 111 Appro v d aSflVqorm ItvlL v I c General Counsel ty Water District No 111 Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 5 of 9 CITY OF AUBURN Approved by Resolution No 39 of the City of Auburn Washington at its regular meeting held on the day of u 2006 O Peter B Lewis Mayor City of Auburn Attest QalyjDamelleDaskam City Clerk Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 6of 9 U1 ST 284th E 286th I CITY 0SERVI iSE 288th ST SE 288TH PL q pJ t C2 rn WATER DISTRICT 11 rn SERVICE AREA 0 C2 C G S q pJ co SE 304th ST TH ST CITY OF AUB RNSE305THPL Q SERVld Q THST ARE SE 306TH SE 306TH CT IwtozVJ rnCJSE SE 307TH P 306TH PLrnSE30TT w SE 308TH PL SE 308T SE 308TH PLHPL SE 308TH PL I0 CITY OF KENT KING COUNTY WATER DISTRICT NO 111 AND CITY OF AUBURN INTERLOCAL AGREEMENT ESTABLISHING WATER SERVICE BOUNDARIES ATTACHMENT 1 Attachment 2 Legal Description THAT PORTION OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 4 TOWNSHIP 21 NORTH RANGE 5 EAST W M IN KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 3 IN SAID SECTION 4 THENCE WEST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 A DISTANCE OF 30 FEET TO THE WEST MARGIN OF 124TH AVENUE SOUTHEAST AND THE TRUE POINT OF BEGINNING THENCE SOUTH ALONG SAID WEST MARGIN TO THE NORTHERLY MARGIN OF SOUTHEAST 304TH STREET THENCE WESTERLYALONG SAID NORTHERLY MARGIN OF SE 304TH STREET TO THE SOUTHEAST CORNER OF THE PLAT OF CRYSTAL MEADOWS AS RECORDED IN VOLUME 194 OF PLATS AT PAGES 66 AND 67 RECORDS OF KING COUNTY THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY EDGE OF SAID PLAT TO THE MOST NORTHERLY CORNER OF LOT 10 OF SAID PLAT THENCE WESTERLY ALONG THE NORTH EDGE OF SAID PLAT TO THE NORTHWEST CORNER OF LOT 15 OF SAID PLAT THENCE SOUTHERLY ALONG THE WEST LINE OF SAID LOT 15 TO A POINT 50 FEET NORTH OF THE SOUTHEAST CORNER OF TRACT 11 OF THE PLAT OF THE SOUND TRUSTEE COMPANY S THIRD ADDITION ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS AT PAGE 100 RECORDS OF KING COUNTY WASHINGTON THENCE NORTHWESTERLY TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SAID TRACT 11 SAID POINT LYING 135 FEET WEST OF THE EAST LINE OF SAID TRACT 11 Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 8 of 9 THENCE NORTH ALONG LAST SAID WEST LINE AND THE WEST LINE OF GOVERNMENT LOT 3 OF SAID SECTION 4 TO THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 3 THENCE EAST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 TO THE TRUE POINT OF BEGINNING Exhibit A Auburn Resolution No 3920 Kent WD 111 and Auburn Interlocal Agreement Establishing Water Service Boundaries Page 9 of 9 RESOLUTION NO 4 5 6 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR TO SIGN THE 2010 LAKE TAPPS AREA WATER RESOURCES AGREEMENT WHEREAS Cascade Water Alliance Cascade has entered into an agreement with Puget Sound Energy PSE to purchase PSEs interest in Lake Tapps and associated equipment related to PSEs former power generation operations at Lake Tapps and WHEREAS Cascade has applied to the Washington State Department of Ecology Ecology for a permit to utilize Lake Tapps as a municipal water supply although said permit has not yet been granted This application will convert the water right from its current hydropower production purpose which is a nonconsumptive use that keeps water in the basin to a recreation and municipal water supply purpose which is a consumptive use that will result in water being taken out of the basin The cities of Auburn Bonney Lake Buckley and Sumner Four Cities believe that this conversion and removal of water from the watershed of origin without addressing the needs of communities in the watershed is inconsistent with the goals and intent of state laws including laws relating to growth management watershed planning water resource management and environmental policy and the Cities intend for this Agreement to at least partially address the Cities concerns about removal of substantial amounts of water from the basin and WHEREAS each of the Four Cities is located in close proximity to Lake Tapps and Bonney Lake borders on the Lake and Resolution No 4563 January 13 2010 Page 1 of 4 WHEREAS Lake Tapps is an important resource for the Four Cities and the East Pierce County region for both recreation and municipal water supply purposes and WHEREAS each of the Four Cities is located in close proximity to the White River and three of the cities Auburn Buckley and Sumner border on the River and WHEREAS the White River is an important resource for the Four Cities and the watershed for fisheries recreation and municipal water supply purposes and WHEREAS the Four Cities each have a duty and responsibility to provide water to serve their growing communities and face significant challenges securing future water supplies in a basin that is closed to new withdrawals and WHEREAS Cascade also has purchased significant amounts of water from and paid system development charges to Tacoma Public Utilities TPU for municipal water and WHEREAS the Four Cities each have a present need for additional water but Cascades ownership of the Lake Tapps water right and its operation and utilization of the Lake as a municipal water supply may impair the Four Cities ability to secure future water supplies for their citizens and WHEREAS ensuring that the Four Cities can meet the future water demands of their growing communities is in the public interest and WHEREAS in recognition of the need to maintain Lake Tapps as a recreation resource Cascade has entered into a Definitive Agreement with the Resolution No 4563 January 13 2010 Page 2 of 4 Lake Tapps Community Council LTCC that obligates Cascade to maintain water levels in the Lake at normal full pool during the summer months and WHEREAS the Four Cities seek to mitigate the possible adverse effects of Cascades operation of Lake Tapps on the Four Cities while cooperating with Cascades efforts to develop Lake Tapps as a water supply source NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN HEREBY RESOLVES as follows Section 1 The Mayor of the City of Auburn and the Auburn City Clerk are hereby authorized to execute the 2010 Lake Tapps Area Water Resources Agreement which agreement shall be in substantial conformity with the Agreement a copy of which is attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 This resolution shatl be in full force and effect upon passage and Dated and Signed this day of CZ46L3L 2010 C14 OF AUBURN P ER B LEWIS MAYOR Resolution No 4563 January 13 2010 Page 3 of 4 ATTEST Danielle E Daskam City Cierk APPROVED AS TO F iel B PFsW City Resolution No 4563 January 13 2010 Page 4 of 4 20100218000340PACIFICNWTITAG7400G00F Return Address 02 18 2 10 10135KIrccouNrvWqAuburnCityClerk City of Auburn 25 West Main St Auburn WA 98001 RECORDERS COVER SHEET Document Titles or transactions contained therein Interlocal Agreement Reference Numbers of Documents assigned or released Additional reference s on page of document GrantorsBorrowers Last name first then first name and initials Cascade Water Alliance k GranteeAssigneeBeneficiary Last name first 1 Auburn City of 2 Bonney Lake City of 3 Buckley City of a 4 Sumner City of Legal Description abbreviated ie lot block plat or section township range PER RCW 3934 Additional legal is on page of document Assessors Property Tax ParcelAccount Number uaers fwa fX NA yyr a Eb v s rr T o Assessor Tax not yet assigned 114k 2010 LAKE TAPPS AREA WATER RESOURCES AGREEMENT AMONG THE CITIES OF AUBURN BONNEY LAKE BUCKLEY AND SUNINER AND CASCADE WATER ALLIANCE THIS LAKE TAPPS AREA WATER RESOURCES AGREEMENT Agreement made and entered into on the 5t day of February 2010 by and among the CITY OF AUBURN Auburn the CITY OF BONNEY LAKE Bonney Lake the CITY OF BUCKLEY Buckley the CITY OF SUMNER Suxnner all municipal corporations of the State of Washington collectively the Four Cities and the CASCADE WATER ALLIANCE a Washington nonprofit corporation Cascade The Four Cities and Cascade together are sometimes collectively referred to as the Parties DEFINITIONS Water Right shall mean the water right applications submitted to the Department of Ecology Ecology 5229920 R229935 and S229934 in their current form or as may be modified and as approved by Ecology Cascades Tacoma Wholesale Agreement means the Agreement For The Sale of Wholesale Water Between The City of Tacoma Department ofPublic Utilities Water Division and Cascade Water Alliance dated October 13 2005 The terms Capacity Reservation Fee Peaking Factor and System Development Charges are used in this Agreement as defined in Cascades Tacoma Wholesale Agreement City means one of the Four Cities individually Other Agreements means the Agreement Regarding Reservoar Management Between PSE and the Lake Tapps Community dated March 31 2004 the White River Management Agreement Between the Puyallup Tribe of Indians the Muckleshoot Indian Tribe and Cascade Water Alliance dated August 6 2008 the Lake Tapps Water Rights Settlement Agreement dated August 6 2008 the Natural Resources Enhancement Agreement lvith the Puyallup Tribe of Indians dated August 6 2008 and the 2009 Agreement Regarding Lake Tapps between Cascade Water Alliance and the Lake Tapps Community dated May 13 2009 TERMS OF AGREEMENT In consideration of their mutual covenants conditions and promises THE PARTIES HERETO AGREE as follows Page 1 2010 Lake Tapps Area Water Resources Agreement February 1 2010 EFFECTIVE DATE AND TERM This Agreement shall take effect when executed by the Parties and shall remain in full force and effect for fifty 50 years unless terminated in whole or in part earlier in accordance with Sections 4 and 10 Provided that any actions taken to enforce this Agreement before it expires any conditions contained in permits issued pursuant to or implementing the terms ofthis Agreement and any contracts to purchase water shall survive this Agreement The Term of this Agreement may be extended by written agreement of the Parties CASCADES RESPONSIBILITIES 1 Lake Tapps Municipal Advisory Group Cascade agrees to the establishment of the Lake Tapps Municipal Advisory Group as follows a The Lake Tapps Municipal Advisory Group shall consist of the elected Mayors of each of the Four Cities and three 3 members of the Cascade Board of Directors the Cascade Board If any ofthe Four Cities becomes a Member of Cascade the Mayor of that City will not be considered a member of the Lake Tapps Municipal Advisory Group unless appointed as a representative of the Cascade Board b The Lake Tapps Municipal Advisory Group will be a nonvoting entity with the purpose of 1 advising the Four Cities of proposed or pending Cascade decisions or actions related to the management of Lake Tapps that may affect the Four Cities 2 advising Cascade of any issue that the Four Cities may have related to Cascades management of Lake Tapps 3 seeking cooperative resolution of any issues raised by Cascade or the Four Cities and 4 any other matters related to the implementation of provisions of this Agreement c The Lake Tapps Municipal Advisory Group will meet at least twice annually with such meetings to be generally held in earlymid October and earlymid April or as otherwise agreed by the members Meetings may include staff of Cascade and the Four Cities as determined by the group At the regular meeting of the Cascade Board immediately following a meeting of the Lake Tapps Municipal Advisory Group a representative of the group will report on the issues discussed and present any recommendations for cooperative resolution of any issues discussed 2 Remedies for Negative Impact on Water Supply In accordance with the terms of this Agreement if Cascades Lake Tapps water supply operations result in a negative impact to the water supplies of one of the Four Cities that is not a Cascade member the City claiming a negative impact must notify Cascade of their claim and give Cascade at least sixty days to resolve the claimed impact If Cascade fails to resolve the claimed negative impact or disputes that the negative impact exists the City claiming the negative impact may pursue existing legal remedies in accordance with state and federal law If a court Page 2 2010 Lake Tapps Area Water Resources Agreement February 1 2010 determines that a negative impact has occurred Cascade shall implement a remedy acceptable to the claiming City or if the affected City or Cities and Cascade can not agree on a remedy the court shall establish the terms for the remedy 3 Water Supply Assistance Cascade agrees to assist the Four Cities in their efforts to meet their respective projected 50year water needs by implementing one or more of the following measures a Tacoma Wholesale Water Through December 31 2026 Cascade sha11 make available the following water supply that may be purchased by the Four Cities either individually or jointly up to six 6 million gallons per day MGD under section 62 of Cascades Tacoma Wholesale Agreement hereinafter referred to as Cascades Guaranteed Reserve Capacity and up to four 4 MGD under section 61 of Cascades Tacoma Wholesale Agreement hereinafter referred to as Cascades Permanent Capacity under the following conditions 1 For water supply from Cascades Guaranteed Reserve Capacity to be available throughout the year the City agrees to pay to Cascade an amount equal to the Capacity Reservation Fee CRF paid to Tacoma multiplied by the amount to be purchased in MGD 157007400 per MGD It is understood that this Guaranteed Reserve Capacity water includes a peaking factor of 133 for the months of June through September and the City agrees to pay this fee 2 For water supply from Cascades Guaranteed Reserve Capacity to be available only during the peak season June through September the City agrees to pay to Cascade an amount equal to a prorated portion of the Capacity Reservation Fee paid to Tacoma multiplied by the amount to be purchased in MGD 13 of the CRF or 52335800 per MGD It is understood that this Guaranteed Reserve Capacity water includes a peaking factor of 133 for the months of June through September and the City agrees to pay this fee 3 For water supply from Cascades Permanent Capacity to be available either during peak period only or throughout the year the City agrees to pay to Cascade an amount equal to the System Development Charge SDC paid by Cascade to Tacoma multiplied by the amount to be purchased in MGD 4121000 per 1VIGD prorated by the number of months the water will be used each year For example if a City purchases 1 MGD only from June through September it would pay 13 of the SDC or 1373667 per MGD It is understood that this Permanent Capacity water includes a peaking factor of 133 for the months of June through September and the City agrees to pay this fee Page 3 2010 Lake Tapps Area Water Resources Agreement February 1 2010 r r 4 Each City that purchases water under this Section 3 of this Agreement will designate a delivery point and either pay Tacoma directly or reimburse Cascade for costs incurred to install necessary service taps meters or vaults Any infrastructure beyond the designated delivery point that may be required to deliver the purchased water to retail customers will be solely the responsibility of the City 5 Each City that purchases water under this Section 3 of this Agreement will provide Cascade with the necessary delivery scheduling information required under Cascades Tacoma Wholesale Agreement and will reimburse Cascade for all wholesale charges from Tacoma associated with deliveries at the Citys delivery point in accordance with the provisions of Section 91 of Cascades Tacoma Wholesale Agreement except for Cascades obligation to pay the Minimum Monthly Bill 6 At any time prior to December 31 2026 any of the Four Cities that have entered into wholesale water purchase agreements with Cascade under this Section 3 of this Agreement may ask Cascade to request that Tacoma make permanent the amount of water being purchased from Cascade under this Section 3 in accordance with section 151 of Cascades Tacoma Wholesale Agreement If approved by Tacoma the requesting City agrees to pay to Cascade any amounts due from Cascade to Tacoma pursuant to section 1512 of Cascades Tacoma Wholesale Agreement for the duration of Cascades obligation to Tacoma n Cascade shall not terminate relinquish or amend Cascades Tacoma Wholesale Agreement in any way that adversely impacts the Four Cities ability to purchase water as set forth in this Agreement without the prior express written consent of the Four Cities b Regional ReservedWater Through December 31 2030 Cascade will provide Lake Tapps Region Reserved Water Regional Reserved Water to assist the Four Cities to secure or apply for alternative water supplies or water rights under the following conditions 1 Cascade will include Regional Reserved Water consistent with this Agreement in its State Environmental Policy Act SEPA Draft Environmental Impact Statement DEIS regarding the Lake Tapps Water Rights and Supply Project 2 Subject to the SEPA DEIS process Cascade will request approval by Ecology of the Lake Tapps municipal water right application as follows Page 4 2010 Lake Tapps Area Water Resources Agreement February 1 2010 a Regional Reserved Water in an amount of seven 7 cubic feet per second cfs annual average Qa and ten 10 cfs maximum instantaneous Qi would be reserved for the use by any or a11 of the Four Cities to mitigate impacts on the White River of new water rights or changes to existing water rights b Regional Reserved Water would not be diverted into Lake Tapps but instead be allowed to flow down the White River for potential use by any of the Four Cities 3 If such Regional Reserved Water is approved by the Department of Ecology as provide in this Agreement use of such Regional Reserved Water may be included as part of a water right application submitted individually by any of the Four Cities Ecology approval of water rights utilizing Regional Reserved Water must be secured by the City on or before December 31 2030 Beneficial use of such Regional Reserved Water will take place consistent with approved development schedules included in those water right approvals Any Regional Reserved Water not authorized for use in a water right approved by December 31 2030 shall revert to Cascade 4 Cascade shall have no other obligation or involvement in any water right applications submitted by the Four Cities utilizing the Regional Reserved Water Any concerns Cascade may have regarding a Citys application shall be raised pursuant to the dispute resolution provisions of Section 18 of this Agreement prior to pursuing any legal action including administrative appeals 5 Within 90 days of any of the Four Cities receiving final approval of new or changed water rights incorporating use of Regional Reserved Water that City shall pay Cascade a onetime Regional Water Charge equal to 74395000 per cfs If the water right includes seasonal limitations on use of Regional Reserved Water the Regional Water Charge sha11 be prorated to reflect the seasonal availability of such water c Water from Tailrace Subject to availability and to supporting findings in a report of examination for one of the Four Cities new or changed water right applications Cascade would provide water by releasing water from the Lake Tapps Project tailrace to the White River on terms to be negotiated by Cascade and the requesting City d Support In order to support the efforts made by any of the Four Cities to acquire new water rights or transfer existing water rights and upon request by any of the Four Cities Cascade shall provide technical support in the form of access to existing modeling and any other technical documentation available to Cascade Upon request of the Four Page 5 2010 Lake Tapps Area Water Resources Agreement February 1 2010 Cities and so long as consistent with Other Agreements and approvals related to the Lake Tapps Project Cascade shall also provide letters or other documentation in support of actions taken by the Four Cities to secure new water rights or transfers of water rights including but not limited to letters of support in establishing a finding of overriding considerations of the public interest by the Department of Ecology pursuant to RCW 90540203a 4 Termination Cascades obligations under Sections 1 through 3 of this Agreement are in force and effect as to each City only so long as that City fulfills its obligations under this Agreement and has not appealed the Water Right 5 Local Franchise and Permit Requirements When operating in any of the Four Cities municipal boundaries Cascade will comply with all of that Citys franchise and permitting requirements CITIES RESPONSIBILITIES 6 Purchase of Tacoma Wholesale Water The Four Cities collectively or individually at each Citys sole discretion agree to buy water under Cascades Tacoma Wholesale Agreement at the rates including connection and wholesale charges as set forth in this Agreement The Four Cities shall be responsible for dividing the purchased capacity among themselves and shall negotiate wheeling or other applicable agreements either with Cascade or directly with Tacoma Water Except as expressly provided otherwise in this Agreement the Four Cities agree to be bound by the terms of the Cascades Tacoma Wholesale Agreement 7 Dismissal of Litigation Within fifteen 15 business days after filing andor recording of this Agreement Auburn will withdraw and dismiss its pending lawsuit with prejudice against Cascade King County Case Number 052357886 8 Four Cities Support of the Water Right So long as the EISs are issued by Cascade and the Water Right is approved by Ecology consistent with this Agreement the Four Cities will support the EISs and the Water Right 9 Municipal Advisory Group The Four Cities represented by their duly elected Mayors will participate in the Lake Tapps Municipal Advisory Group as described in this Agreement 10 Amending Legislation Within thirty 30 days of issuance of the Water Right consistent with this Agreement the Four Cities will support legislation amending RCW 3934215 by deleting subsections 4 c and 5 11 Termination The Four Cities obligations under Sections 6 through 10 of this Agreement Page 6 2010 Lake Tapps Area Water Resources Agreement February 1 2010 are in force and effect only so long as Cascade fulfills its obligations under this Agreement and the ROEs issued by Ecology for the Water Right are consistent with this Agreement regarding the Regional Reserved Water GENERAL 12 Indemnification Each Party sha11 indemnify and hold the other Parties and their agents employees andlor officers harmless from and shall process and defend at its own expense any and all claims demands suits at law or equity actions penalties losses damages or costs of whatsoever kind or nature brought against that Party arising out of in connection with or incident to the execution of this Agreement andor the Indemnifying Partys performance or failure to perform any aspect of this Agreement provided that nothing herein sha11 require an Indemnifying Party to hold harmless or defend any other Pariy its agents employees andor officers from any claims arising from the sole negligence of that other Party its agents employees andor officers No liability shall attach to any Party by reason of entering into this Agreement except as expressly provided herein 13 Compliance with regulations and laws The parties shall comply with all applicable rules and regulations pertaining to them in connection with the matters covered herein 14 Assignment No Party shall assign this Agreement or any interest obligation or duty therein without the express written consent of all other parties 15 Attorneys Fees If any party shall be required to bring any action to enforce any provision of this Agreement or shall be required to defend any action brought by the other party with respect to this Agreement and in the further event that one pariy shall substantially prevail in such action the losing party shall in addition to all other payments required therein pay all of the prevailing partys reasonable costs in connection with such action including such sums as the court or courts may adjudge reasonable as attorneys fees in the trial court and in any appellate courts 16 Notices All notices and payments hereunder may be delivered or mailed If mailed they shall be sent to the following respective addresses City of Auburn 25 West Main Auburn WA 980014998 Attn Public Works Director Phone253 9313000 Fax 253 9313053 City of Bonney Lake 19306 Bonney Lake Blvd Bonney Lake WA 98391 Attn Public Works Director Phone 253 8628602 Fax 253 8628538 Page 7 2010 Lake Tapps Area Water Resources Agreement February l 2010 City ofBuckley City of Sumner 933 Main St 1104 Maple St PO Box 1960 Sumner WA 98390 Buckley WA 98321 Attn Public Works Director Attn City Administrator Phone 253 8638300 Phone 360 8291921 Fax 253 2995509 Fax 360 8292659 Cascade Water Alliance General Counsel Cascade Water Alliance 11400 SE 8th Street Suite 440 GordonDerr LLP Bellevue Washington 98004 2025 First Avenue South Suite 500 Attn Chief Executive Officer Seattle Washington 981283140 Phone 425 4530930 Phone 206 3829540 Fax 425 4254530953 Fax 206 6250675 or to such other respective addresses as any party hereto may hereafter from time to time designate in writing All notices and payments mailed by regular post including first class shall be deemed to have been given on the second business day following the date of mailing ifproperly mailed and addressed Notices and payments sent by certified or registered mail shall be deemed to have been given on the next business day following the date of mailing if properly mailed and addressed For all types of mail the postmark affixed by the United States Postal Service shall be conclusive evidence ofthe date of mailing 17 Enforceability The Parties intend this Agreement to be certain and enforceable as well as a mechanism for ongoing collaboration as to any issues that may arise in connection with implementation of the Agreement Except as necessary for compliance with and enforcement of this Agreement the parties do not intend this Agreement to modify their respective rights or authorities 18 Dispute Resolution In the event that any dispute arises between Cascade and the Four Cities the aggrieved Party shall give a notice of the dispute to the other Party as provided in Section 16 Cascade and the Four Cities shall within five 5 days of such notice each nominate a senior officer of its management to meet at a mutually agreed location to attempt to resolve such dispute The Parties shall each designate a representatives to confer on the best and most cost effective way to resolve the dispute By mutual agreement they may choose direct negotiations or mediation If there is no agreement between the Parties on how to proceed within thirty 30 days either Party may pursue legal action provided however no Party shall be precluded from filing an appeal or action to prevent the expiration of a time period for filing or any statute of limitations Page 8 2010 Lake Tapps Area Water Resources Agreement February 1 2010 19 NonWaiver No delay or failure by a Party to exercise any of its rights powers or remedies under this Agreement following any breach by another Party shall be construed to be a waiver of any such breach or any acquiescence therein or of or in any similar breach thereafter occurring nor shall any waiver of any single breach be deemed a waiver of any other breach theretofore or thereafter occurring 20 Severability In the event that any of the terms of this Agreement are in conflict with any rule of law or statutory provision or otherwise unenforceable such terms will be deemed stricken from this Agreement but such invalidity or unenforceability will not invalidate any of the other terms of this Agreement and this Agreement will continue in force unless the invalidity or unenforceability of any such provisions hereof does substantial violence to or where the invalid or unenforceable provisions comprise an integral part of or are otherwise inseparable from the remainder of this Agreement 21 No Third Party Beneficiary This Agreement is for the sole and exclusive benefit of the Parties and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto 22 Amendment This Agreement only may be amended or supplemented in a writing signed by the Parties 23 Survival of Claims Any claim that a Party has asserted by raising it under the Dispute Resolution provisions of this Agreement prior to the termination of this Agreement and that may reasonably be interpreted or construed to survive the termination of this Agreement shall survive the termination of this Agreement 24 Signature in Counterpart This Agreement may be executed in any number of counterparts and all of those counterparts taken together shall constitute one and the same instrument 25 Further Assurances Each Party covenants and agrees to do all things necessary or advisable in order to confirm and better assure the intent and purposes of this Agreement 26 Authority Each party by executing this Agreement warrants that it has duly approved this Agreement and has the power to enter into this Agreement and to enforce its terms Page 9 2010 Lake Tapps Area Water Resources Agreement February 1 2010 27 Good Faith Commitment to Support Agreement The Parties covenant and agree to act in good faith and to support the terms and validity of this Agreement Cascade shall during the term of this Agreement support and defend the validity of the Agreement and shall not seek either directly or indirectly to invalidate the Agreement or undermine or modify its terms and conditions through administrative legislative judicial or other means 28 Nondiscrimination Each of the parties for itself its heirs personal representatives successors in interest and assigns as a part of the consideration hereof does hereby covenant and agree that it will comply with pertinent statutes Executive Orders and such rules as are promulgated to assure that no person shall on the grounds of race creed color national origin sex age or the presence of any sensory mental or physical handicap be discriminated against or receive discriminatory treatment by reason thereof 29 Applicable Law This Agreement shall be deemed to be made and construed in accordance with the laws of the State of Washington jurisdiction and venue for any action arising out of this Agreement shall be in Pierce County Washington 30 Captions The captions in this Agreement are for convenience only and do not in any way limit or amplify the provisions ofthis Agreement 31 No Additional Entities Created Unless otherwise specifically provided herein no separate legal entity is created hereby as each of the parties is contracting in its capacity as a municipal corporation of the State of Washington or as a Washington nonprofit Corporation The identity of the parties hereto is as set forth hereinabove 32 Integrated Agreement This Agreement constitutes the entire agreement between the parties There are no terms obligations covenants or conditions other than those contained herein No modifications or amendments of this Agreement shall be valid or effective unless evidenced by an agreement in writing signed by all parties 33 Filing Copies of this Agreement shall be filed with the King County Auditors Office the Pierce County Auditors Office the Secretary of State of the State of Washington and the respective Clerks ofthe parties hereto IN WITNESS WHEREOF the parties hereto have executed this Agreement as of the day and year first above written Page 10 2010 Lake Tapps Area Water Resources Agreement February 1 2010 CITY OF AUB1J 1U Peter B Lewis ayor Date Attest 2c Danielle Daskam City Clerk Date Appr ed orm 2iao D el B Hei ity Attorne Date CITY OF BUCKLEY 4eoPatJohnsnayor Attest Joanne Starr Deputy City Clerk Date CITY OF BONNEY LAKE 4j a I do Neil Jo on ayor Date Atte QI 6 Z S arwood T Edvalson CMC at8 Approved as to Form 22 P es ionne City Attorney Date CITY OF SUMNER 3L Dave Enslow Mayor Date Attest TemBerryv CMC VY Clerk Date Ap v as to Form a athleen allison Date Law Office ofKathleen Callison PS CASCADE WATER ALLIANCE azz Ge6 Chuck Clarke CEO Date Approved as to Form Brett Vinson City Attorney Date CASCADE WATER ALLIANCE a Sr U rese Ric tmond Date General Counsel Page 11 2010 Lake Tapps Area Water Resources Agreement February 1 2010 CITY OF UBURN WASHINGTON Peter B Lewis Mayo 25 West Main Street Auburn WA 980014998 wwwaubumwagov 2539313001 STATE OF WASHINGTON ss COUNTIES OF KING AND PIERCE I Danielle Daskam the duly appointed qualified City Clerk of the City of Auburn a Municipal Corporation and Code City situate in the counties of King and Pierce State of Washington do hereby certify that the foregoing is a full true and correct copy of the agreement entitled 2010 Lake Tapps Area Water Resources Agreement Among the Cities of Auburn Bonney Lake Buckley and Sumner and Cascade Water Alliance on file with the City Clerk of the City of Auburn I certify that said agreement was duly approved by the Council by Resolution No 4563 on January 19 2010 and the agreement signed by the Mayor of the said City of Auburn on the 5th day of February 2010 Witness my hand and the seal of the City of Auburn this 16th day of February 2010 Danielle Daskam City Clerk City Qf Auburn a k K R AUBURN MORE THAN YOU IMAGINEI CITY OF AfiBURN WASHINGTON February 5 2010 Mr Chuck Clarke CEO Cascade Water Alliance 11400 SE 8th Street Suite 440 Bellevue WA 98004 Dear Mr Clarke ONNEY The Cities of Auburn Bonney Lake Buckley and Sumner have completed negotiations with Cascade Water Alliance on the 2010 Lake Tapps Area Water Resources Agreement Agreement whereby Cascade agreed to assist the cities in meeting their respective future water supply needs As the four Mayors representing the Cities of Auburn Bonney Lake Buckley and Sumner we have found it prudent to submit this letter to you on behalf of our cities detailing the projected timing and quantity of our respective water supply needs for the resources being made available to our cities by Cascade The projected amounts needed and the times at which water will be needed are based on current planning data We understand that the quantities listed below are subject to the following combined limits in the Agreement 1 with respect to Regional Reserved Water for mitigation purposes 7 cfs for average daily demand and 10 cfs for peak demand and 2 with respect to Tacoma Wholesale Water 6 million gallons per day MGD of Cascades Guaranteed Reserve Capacity and four 4 MGD of Cascades Permanent Capacity plus a peaking factor of 133 The Cities agree among themselves that the sources of supply provided by Cascade Water Alliance will be allocated as outlined below for each source provided and that these allocations will be needed by approximately the years listed below Any changes of allocation between the cities from the amounts reflected below will be subject to mutual written agreement of all four cities and a revised notice to Cascade City of Auburn Schedule and Allocation Mitigation Flows Regional Reserved Water MGD ADD MGD Peak CFS Peak 13 25 388 Temporary Block Water Guaranteed Reserve Capacity Auburn plans to take delivery of not to exceed 5 MGD of this water supply in three 3 increments by yearend 2018 Permanent Block Water Cascades Permanent Capacity Auburn plans to take delivery of not to exceed 2MGD ADD 332 MGD Peak of this water supply in two increments by yearend 2018 Citv of Bonney Lake Schedule and Allocation Mitigation Flows Regional Reserved Water MGD ADD MGD Peak CFS Peak 10 20 31 Temporary Block Water Guaranteed Reserve Capacity Bonney Lake declines to purchase any temporary block water Permanent Block Water Cascades Permanent Capacity Bonney Lake plans to take delivery by yearend 2018 of not to exceed 154 MGD ADD 2 MGD Peak of this supply for the months of June through September only Citv of Bucklev Schedule and Allocation Mitigation Flows Regional Reserved Water MGD ADD MGD Peak CFS Peak 071 13 20 Temporary Block Water Guaranteed Reserve Capacity Buckley reserves the right to purchase up to one MGD of temporary block water Permanent Block Water Cascades Permanent Capacity Buckley would purchase permanent block water if Regional Reserved Water cannot be utilized Citv of Sumner Schedule and Allocation Mitigation Flows Regional Reserved Water MGD ADD MGD Peak CFS Peak 042 065 10 Subject to permitting decisions to be made by Department of Ecology Sumner may not need peak flows above the average of 042 MGD 065 cfs Temporary Block Water Guaranteed Reserve Capacity Sumner would not purchase temporary block water Permanent Block Water Cascades Permanent Capacity Sumner would not purchase permanent block water YQF RN Peter B Lewis Mayor Date CITY OF BUCKLEY CITY OF BONNEY LAKE JWO z Co Neil ohnson Mayor Date CITY OF SUMNER Mayor Date Dave Enslow Mayor DatePatJnn RESOLUTION NO 4596 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF BONNEY LAKE WHEREAS pursuant to RCW 3934 the Interlocal Cooperation Act Aubum and Bonney Lake have legal authority to cooperate with otherlocalities on the basis of mutual advantage and provision or services and WHEREAS the Cities have previously entered into an Emergency Water System Intertie Agreement in order to increase fire protection and emergency water supply reliability for their customers and WHEREAS the Cities are willing to continue to provide these necessary services to increase fire fighting and emergency supply reliability and WHEREAS the Cities wish to enter into a new Intertie Agreement NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor and City Clerk of the City of Aubum are hereby authorized to execute an Emergency Water System Intertie Agreement with the City of Bonney Lake in substantially the same form as attached hereto as Exhibif A which is made a part hereof as though set forth in full herein Resolution 4596 May 3 2010 Page 1 Section 2 Implementation The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this resolution Section 3 Effective Date This Resolution shall take effect and be in full force upon passage and signatures hereon Dated and Signed this day of 1Yl d4 2010 UBU P TER B LEWIS MAYOR ATTEST Danielle E Daskam City Clerk 7APPE S TO F RM niel B H d City Attorney Resolufiorr 4596 May 3 2010 Page 2 EMERGEIdCY WATER SYSTEM INTERTIE AGREEMENTBonneyLakeAuburn THIS AGREEMENT made and entered into by and between the City of AubumaubumandtheCityofBonneyLakeBonneyLakeforthepurposesofplanningdesigningconstructingmaintainingandoperatinganemergencysystemintertiebetweentherespectiveparties WITNESSETH WHEREAS both Cities have water acilities in the viciniy and WHEREAS both Cities can increase fire protection and emergency water supplyreliabilityfortheircustomersand WHEREAS the Cities are willing to provide the necessary services to increasefirefightingandemergencysupplyreliabilityuponthetermsandconditionssetforthherein NOW THE92EFORE tT IS MUTUALLY AGREED as follows 1 The emergency water system intertie is designed to be operated manuallyasatwowayemergencysupplybetweentheAubumandBonneyLakeSystemsThefacilityislocatedinEvergreenWaySEattheWater8erviceAreaBoundariesbetweenthetwocitiesTheprimarypurposeofitheintertieis4oprovidewaterducinganemergencyForpurposesofthisagreementanemergencyshailbedefinedasresultingfromawatershortageamajorwaterifiebreakfiredemandcontaminationtothewatersupplysystemmechanicalequipmentfailureelectricalequipmentfailureorPugetoundEnergyfacilityfailureoranyotheragreeduponemergencywithinthewatersupplysystemThemaximumdurationofanemergencyisseven7days However in certain situations such as prolonged equipment repair theintertiemayneedtobeopenforlongerthanseven7daysThepartyrequestingtheextendeduseoftheintertieshallnotifyheotherpartyofthisneedfortyeight48hoursbeforetheendoftheemeencandshallprovidetheotherpartyawrittenestimateofhowongitintendstotakewaterassoonaspracticable Tacoma Intertie Operation At times in orderto meet its own water supplydemandsaswellasAubumsBonneyLakemayneedtoactivateitsemergencyintertieagreementwithTac9maPublicUtilitiesTPUAubumagreesthatwhiletheTPUIntertieisopenthatwaterflowing Page1 of5 i Ifthrough the AubumBonney Lake intertie shall be assumed fo be TPU water Aubum shall be held to the same conditions as Bonney Lake in its Wholesale Water Agreement with TPU Water supplied to Bonney Lake byTPUduringpeakdemandperiodsrequiresamatchingamounfofuseduringthelasquarteroftheyearinordertoqualifyforwholesaleconsumptionratesversushigherratesusedduringpeakdemandperiods Aubum shaii purchase water during the last quarter of the year fromBonneyLakeandTPUuntilthiscAnsumpionformulaissatisfiedFor purposes of satisfying the consumptfon formula the water supplied toAubumduringthelastquarteroftheyearisnottotieusedsolelyforpeakdemandperiodsratheritistobeusedfornonrecurringmalntenanceand repair purposes preferaaly not during peak demand periods 2 Aubum will own and maintain the piping interior equipment meter andinteriorappurtenancesandallpipinguptotheBonneyLakesideofthevaultforthemeteringstation 3 Bonney Lake will own and maintain the exterior appurtenances and all piping on Bonney Lakes side of the vault 4 Each City will each have unlimited access to the vault via a dual padlock or ownership of keys to the vault 5 Each Cify wi8 operate its respective normallylocked valve inside of the vauit Aubumwill soleiy unlock and operate the locked valve on AubumssideofthemeerandBonneyLakewillsolelyunlockandoperatethe locked valve on Bonney Lakes side of the meter 6 The procedure for operating the intertie in the event ofi such emergencyshallbeasfollows A Each Cityshall determine that an emergency as defined in this Agreement has occurred which waRants the need to request thattheintertiebeactvated B The Public Works Director or designee of the requesting party shallprovideaverbalrequesttotheotherCitysPublicWorksDirecforor designee Upon agreement that an emergency exists which shall allow for the intertie to be opened the intertie will be activated as soon as reasonably possible Bofh Cifies personnel shall be present at the vaulf to open the valves fo activate the facility Page 2 of5 C The City requesting the activation shall provide a writtenconfirmafionoftherequestnotlessthan24hoursaftectheverbalrequestoronthefirstdayofnormalbusinessaftertheverbalrequest 7 The intertie shall remain activated until the City requesting activationdeterminesthattheneedforactivationoftheemergencyintertiehasceasedandshallrequestinwritingtoclosetheintertie 8 In case of emergency oc whenever the public health safety or theequitabledistributionofwatersodemandstheCitysupplyingthewatermaychangereduceorlimitthetimeforortemporarilydiscontinuethesupplyofwaterwithoutnoticewaterservicemaybetemporarilyinterruptedlimitedforpurposesofmakingrepairsextensionsordoingothernecessaryworkTheCitysupplyingthewatershallnotberesponsibleforanydamageresultingfrominterruptionchangeorfailureofthewatersupplyandtheCityreceivingthewaterCifyrequestingactivationshallsaveandholdharmlesstheCitysupplyingthewaterfromanylossdamagesorsuitstoorbycustomersoftheCityreceivingfhewaterresultingfrominterruptionchangeorfailureofiwatersupplyprovidedbythisAgreementexceptdamagesarisingoutoftheCitysupplyingthewatersnegligencePriortoaplannedinterrupfionorlimitingofservicetheCitysupplyingthewaterwilfnotifytheCityreceivingthewaterofsuchnotlessthanthreedayspriortotheservlcedisruptionTheCitysupplyingthewateragreestousebesteffortsandreasonablediligencetonotifytheCityreceivingthewaterassoonafteritbecomesawareofUieneedforsenricedisruptionandfurtherwilltotheextentpracticallimittheservicedisruptiontodaylighthours 9 Aubum and Bonney Lake staff shall read fhe meter upon activation andupondeactivationoftheintertieThecityswpplyingthewatershallverifytheinformationandshallthencalculateandinvoicetheothercityforthewaterusedduringtherequestTheinvoiceshallbecalculatedbythetotalwaterusedduringtheevent 10 The rate paid foT water shall be determined by one ofthree scenariosunderwhichwateristakenthroughtheintertieThescenarios aredescribedasfollows A Ememencv V1later This is short term water taken over a period nottoexceedseven7daysThisratereliesonlocallyproducedwateranddoesnotincludeTPUintertiewaterTherateforthisscenarfoshai1beatthefowesfcurrentAubumor6orrneyIkeResPdentialRatBforserviceoutsPdeCityboundartesdepsnding3ia iwhieh dty is supplyin9 the water Ttais shalf be compete paymentarhewaterlabarandadrninitrationnfactivatfngiefntettfe jIRage3of5 iiiIB Prolonged Eauipment Repair Water This water is taken over aperiodexceedingseven7daysasneededtocompletelengthyrepairsTherateforthisscenarioshallbeattheAubumorBonneyLakeResidentialRateactuallychargedforserviceoutsideCityboundariesdependingonwhichcifyissellingthewaterpius10Thisshallbecompletepaymentforthewaterlaborandadministrationofactivatingtheintertie iIC TPU Intertie Water If Bonney Lake needs to open the TPU intertie to meet system demands whils Aubum is taking waterfrom BonneyLakethenallwaterflowingtoAubumasmeasuredbythe IAubumBonney Lake intertie meter shallbe considered TPU wafer The rate for TPU water shall be the wholesale rafe set forth in Tacoma Municipal Code 1210400 as eurrently adopted by theTacomaPubficUtilityTPUBoardandTacamaCityCounciiInthisscenarioonlytheTPUratewithanadditivewheelingfeeshallapply Iregardless of the time the intertie is activated When the TPU iIntertie is opened or closed to support Aubum Bonney Lake shallnotifyAubumthatsameday Aubum understands that Bonney Lake will incur additional costswhenheyactivatetheTPUintertieTheeostsincludebutarenotlimitedtoincreasedsystemoperationcostsiepumpingtreatment and sampling and administrative costs such as meter reads and Tacoma and Aubum accounting and billing Since these costs are not easily separated frorn normal water system operation costsBonneyLakeandAubumagreethatthesecostsbecompensatedusingaWheelingfeeTheWheelingfeeshallbecalculatedas percentage of the total cost ofthe wrater taken thcough theAubumBonneyLakeintertiemeterTheWheelingfeerate shall be 15 of the total cost of TPU water taken by Aubum Not later than 30 days after the Bonney LakeTPU intertie is deactivated Bonney Lake will submit a reconciliation bill for the quantity of water supplied to Aubum during the period the BonneyLakeAubumintertieisactivatedInaddifionBonneyLakereserves the right to request monthly reimbursement if the intertie remains open for a prolonged period 11 Each City is responsible for associated staff administration and legalcostsassociatedwiththeimplementationoftheagreement 12 To the extent allawed by law each party shall defend indemnify and holdharmlesstheotherpartyitselectedofficialsemployeesandagentsfrom and againsf any and afl suits claims actions lo5ses costs expenses of litigation attomeysfees penalties and damages of whatsoever kind or Page 4 of 5 nature arising out of or in connection with or incident to an act or omissionoftheindemnifyingpartyitsemployeesagentsandcontractorsintheperformanceoftheindemnifyingpartysobligationsundertheAgreementandthisAmendmentThlsindemnificationprovisionshalFincludebutisnotlimitedtoallclaimsagainsteachpartybyanemployeeorformeremployeeoftheindemnifyingpartyoritscontractorsandastosuchclaimseachpartyexpresslywaivesallimmunityandiimitationofliabilityunderTitle51RCW 13 This Agreement shall remain in force until terminated by either partyheretoupon60dayswrittennoticetotheotherparty 14 This Agreement contains the errtire agreement of the parties with respecttothesubjectmatterofthisAgreementandsupersedesaUpriornegotiationsagreementsandunderstandingswithrespecttheretoThisAgreemenfmayonlybeamendedbyawrittendocumentdulyexecutedbyallparties IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN CfTY OF BONNEY LAKEKinPieroeCotyashington By 2 gY WNPeterBLewisMayorDateNeilJonsoJryarDate Aft f AHarwoo4odT MervateDanielleDaskamCifyClerDateEdvalsonC Approv as to form Approved as to form B gyDarnelBidCifyAttoyateJames J Dionne City ftmey Date Page S of 5 iIi RESOLUTION NO 4649 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENT BETWEEN THE CITY OF AUBURN AND THE LAKEHAVEN UTILITY DISTRICT WHEREAS pursuant to RCW 3934 the Inferlocal Cooperation Act Auburn and Lakehaven have legal authority to cooperate with other localities on the basis of mutual advantage and provision or secvices and WHEREAS the parties wish to enter into an Emergency Water System Intertie Agreement in order to increase fire proteetion and emergency watec supply reliability for their customers NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN HEREBY RESOLVES as follows Section 1 That the Mayor and City Clerk are hereby authorized to execute an Emergency Water System Intertie Agreement with the Lakehaven Utility District in substantially the same form as attached hereto as Exhibit A which is made a part hereof as hough set forth in full herein Section 2 That the Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signatures hereon Resolution No 4649 October 122010 Page 1 of 2 2009DatedandSignedthisdayofjci C Y OF AUBURN P TER B LEWIS MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM Daniel B Heid City Attomey Resolution No 4649 October 12 2010 Page 2 of2 EMERGENCY WATER AGREEMENT LakehavenAuburn Intertie No Z THIS AGREEMENT made and entered into by and between the City of Auburn hereinafter referred to as City and Lakehaven Utility District hereinafter referred to as District WITNESSETH WHEREAS the City has water facilities in the vicinity of a water main of the District and WHEREAS the City can increase water system reliability in emergencies for its customers if water is available from the District and WHEREAS the District is willing to provide to the City water service necessary to increase the water systems reliability upon the terms and conditions set forth herein NOW THEREFORE IT IS MUTUALLY AGREED as follows 1 The District hereby giants to the City the right to connect a water meter and flow control valve and appurtenances to the end of the 6inch water main located in a vault near the intersection of Knickerbocker Road and Abby Drive in King County Washington 2 The meter and flow control valve described in Paragraph No 1 is installed to increase the reliability of the City water system to meet demand during emergencies 3 For purposes of this agreement emergency shall mean a water shortage a major water line break fire demand contamination to the water supply system mechanical equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other event agreed upon between the Parfies 4 The procedure for operating the intertie in the event of such an emergency shall be as follows a The City and District shall each determine that an emergency has occurred that warrants the need to request that the intertie be activated b The Public Works Directoror designee of the City shall provide a verbal request to the District General Manager or designee stating the requested time of commencement and estimated duration and quantity ofwater to be so used Upon verbal agreementby the District that an emergency exists the intertie will be October 12 2010 Page 1 of 4 activated as soon as reasonably possible District and City personnel sha11 be present atthe vault to activate the facility C The City shall provide a written confirmation of the request not less than 24 hours after the verbal request or on the first day of normal business after the verbal request d Subject to condition in paragraph 10 the intertie sha11 remain activated until the Citydeterinines that the need for activation ofthe emergency intertie has ceased The Public Works Director or designee of the City shall proVide a verbal request to the District GenerallVlanager or designee that the intertie be closed The City shall provide writtenconfirmation within 24 hoursafter the verbal request or on the first day of normal business after the verbal request e This emergency intertie facility is limited to a maximum flowrate of 800GPM gallonsperminute 5 The City and District staff shall read the meter upon activation and deactivation of the intertie The District sha11 tfien calculate and invoice the City for the water used during the request The invoice shall be calculated based on the total water used during the event 6 The City shall comply with a11 District resolutions and rules relating to connection to the Districts water system unless modified by this agreement 7 The City shall pay to the District thesame connection fee rates and chazges and monthly service charges except for capifal facilities chazge as are established from time to time by District resolution and as aze applicable to the use of a six 6inch meter The current monthly service chargefor a six 6inch meter is 28704 per month The current rate for water use is 124ccf forwinter usage November June and 256ccf for summer usage July October and these rates shall be in effect until such time as the District amends its rate resolution or until a meter of different size is utilized 8 This Agreement shall not autliorize or permit the City to take water from the connection described herein beyond what is described in Paragraph No 4 9 All costs of the meter and flow control installation including but not limited to time arid materials expended on improvements pursuant to this Agreement shall be fully reimbursed by the City Any materials provided shall become the property of the District upon completion of installation 10 a In case of emergency or whenever the public health safety or the equitable distribution of water so demands the District may change reduce or limit the delivery rate or time or temporarily discontinue the emergency water connection to the City October 12 2010 Page 2 of 4 without notice b Water service may be temporarily interrupted iimited for purposes of making repairs extensions or doing other necessary work and c The District sha11 not be responsible for any damage resulting from interruption change or failure of the emergency water connection and the City sha11 save and holdhannless the District from any loss damages or suits to or by customers ofthe City resulting from interruption change or failure of water supply provided by this Agreement except damages arising out of the Districts negligence Prior to a planned interruption or limiting of service the District will notify the City of such not less thanthree days prior to the service disruption The Districf agrees to use best efforts and reasonable diligence to notify City as soon after it becomes aware of the need for service disruption 11 To the extent allowed by law each party sha11 defend indemnify and hold harmless the other party its elected officials employees and agents from and against any and all suits claims actions losses costs expenses of litigation attorneys fees penalties and damages of whatsoever kind or nature arising out of or in connection with or incident to an act or omission of the indemnifying party its employees agents and contractors in the performance ofthe indemnifying partys obligatioris under the Agreement This indemnification provision shall include but is not limited to all claims against each party by an employee or former employee of the indemnifying party or its contractors and as to such claims each party expressly waives all immunity and limitation of liability under Title 51 RCW 12 In the event of nonperformance of any provision herein by the City District may shut off water supplied pursuant to tlus Agreement 13 This Agreement may be terminated by either party hereto upon 60days written notice to the other party IN WITNESS WHEREOF we have hereunto set our hands and seals CITY OF AUBURN LAKEHAVEN UTILITY DISTRICT King County V ngton King County Washington gy VW By l IVlayor Date General Manager Date o October 12 2010 Page 3 of 4 y Approved as to form Approved as to form j By By I i eCounsel Date October 12 2010 Page 4 of4 RESOLUTION NO 4648 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE AN EMERGENCY WATER SYSTEM INTERTIE AGREEMENT BETWEEN THE CITY OF AUBURN AND THE CITY OF TACOMA WHEREAS pursuant to RCW 3934 the Interlocal Cooperation Act Aubum and Tacoma have legal authority to cooperate with other localities on the basis of mutual advantage and provision or services and WHEREAS the Cities wish to enter into an Emergency Water System Intertie Agreement in order to increase fire protection and emergency water supply reliability for their customers NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN HEREBY RESOLVES as follovirs Section 1 That the Mayor and City Clerk are hereby authorized to execute an Emergency Water System Intertie Agreement with the City of Tacoma in subsfantially the same form as attached hereto as Exhibit A which is rnade a part hereof as though set forth in full herein Section 2 That the Mayor is authorized to implement such administrative proceduces as may be necessary to carry out the directives of this legislation Section 3 That this Resolution shall take effect and be in full force upon passage and signafures hereon Resolution No 4648 October 12 2010 Page 1 of 2 Dated and Signed this day of 2009 CI F AUBURN PETER B LEWIS MAYOR ATTEST Danielle E Daskam City Clerk APPROVED AS TO FORM Daniel B Heid City Attorney Resotution No 4648 October 12 2010 Page 2 of 2 EMERGENCY INTERTIE AGREEMENT BETWEEN CITY OF TACOMA AND CITY OF AUBLJRN This emergency mtertie agreement Agreement is made by and between the City of Tacoma Department ofPublic Utilities Wafer Division dbla Tacoma Water a municipal corporaxion hereafter Tacoma and the City ofAuburn a municipal corporation hereafter Auburn Tacoma and Auburn collectively sha11 be referred to as the Parties or either Tacoma or Aubum may be refened to as Party when appropriate A RECITALS WHEREAS Auburn and Tacoma are responsible for operating and maintaining their public water systems in accordance with federal state and local laws and regulations and WHBREAS the Parties recognize the responsibility of public water utilities to provide for the highest quality of water and reliability of service to their customers at reasonable cost and WHEREAS the Parties further recognize that water resources are finite and vulnerable and the prudent use and management ofthese resources requires cooperation among water utilities and WHEREAS Auburn has requested that an intertie be established with Tacoma to be available in case of emergency need and Auburn does have water system facilities nearby that can be interconnected so as to be mutually beneficial to both utilities during periods of system emergency and WHEREAS the Parties recognize that Auburn intends to use this intertie for wholesale service in the future NOW THEREFORE it is agreed that Auburn and Tacoma may provide for interties of water mains and the terms and conditions contained herein shall apply B DEFINITIONS The definition of certain terms as used later in this Agreement are as follows INTERTIE Aphysical connection between water mains of the two Parties to this Agreement at specifically identified points where water may be transferred from the supplies ofone system to the transmission or distribution facilities of the other SURPLUS PRODUCTION CAPACTTY Volumetric rate of available water supply from the sources of the supplying water system wliich can be transferred through an Exhibit A Resolurion No 4648 October 12 2010 Page 1 of4 intertie after all service requirements to the customers ofthe supplying system have been met ISOLATION VALVE A positive shut off valve which sha11 be installed at the point in each water system which is used to accept or deliver water through the intertie Each connected system has sole responsibility for providing and operating their isolation valve INTERTIE CAPACITY The flow capacity for water to be delivered through an intertie as agreed upon by the Parties tothis Agreement Intertie facilities shatl be designed so as to be capable of conveying no less than the agreed upon flow EMERGENCY Defined as resulting from a water shortage a major water 1ine break firedemand contamination of the water supply system mechanical equipment failure electrical equipment failure or any other agreed upon emergency affecting the water supply system C CONDITIOIVS 1 GENERAL The intertie described in exhibits A and B attached to this document shall be governed by the terms ofthis agreement No future interties shall be permissible without a subsequent and separate written agreement between the Parties which agreement may supplement this agreement Neither Party shall be obligated to agree to or execute any such agreement or permit the other Party to construct additional connections 2 PURPOSE The intertie described in exhibits A and B attached to this document shall be utilized only in emergency situations unless converted by mutual Agreement to a regular wholesale service Tacoma will first determine that surplus production capacity is available before providing water for an emergency situation 3 CAPITAL COSTS The cost of construction of the proposed intertie to include all facilities and equipment necessary to deliver water installation ofthe meter and vault and connection to Tacoma Waters Pipeline 5STA 76505 at B Street NW shall be the responsibility ofAuburn As used in this paragraph cost of construction shall include but not be limited to all actual costs of labor materials permitting equipment engineering legal publication SEPA compliance and any costs customarily incurred in such projects The meter andaault will be designed constructed and owned by Tacoma Auburn has deposited 6170000 with Tacoma to cover the esfiimated costs If Tacoma determines that the uutial deposit is not sufficient to pay for all costs ofconstruction Aubum shall deposit such additional amounts with Tacoma as Tacoma requires to complete design and construction of tfie project If the cost ofcoristruction is less than the deposit Tacoma shall refund the remaining balance 4 MAINTENANCE COSTS Bach utility shall be responsible for operating and maintaining their facilities including isolation and flow control valves as applicable see Exhibit A Vau1t and meter maintenance costs shall be the responsibility of Tacoma Exhibit A Resolution No 4648 October 12 2010 Page 2 of4 Should Tacoma ever need Auburn to relocate their infiastructure to accommodate a Tacoma Water project Auburn will do so at their own cost 5 OPERATING PROTOCOL The Party requesting water shall submit a written request to the supplying Party and the supplying Party must give written permission prior to the transference ofany water to the requesting Party Should a situation arise necessitating the supply ofwater immediately a verbal request sha11 initially be sufficient followed by a written request Verbal authorization however must be obtained from the supplying Party before obtaining any water Each Party shall designate in writing a person or persans who have authority to evaluate such a verbal request and determine whether such a request should be granted 6 NOTICE All notices requests demands and other comniuxucations hereunder shall be in writing and sha11 be deemed given if personally delivered or mailed certified mail return receipt requested or sent by overnight carrier to the following addresses If to Tacoma If to Citv of Auburn Ms Linda MCrea Mr Dan Repp Water Superintendent Utilities Engineer PO Box 11007 1 East Main Street Tacoma WA 98411 Auburn WA 98001 Phone 253 5028245 Phone 253 8045062 Fax 253 5028694 Fax 253 9313053 7 COMMODITY COST Tacoma will supply Auburn with water at the wholesale water service rate as identified in TMG Section 1210400 City of Tacoma Water Rates and Regulations Invoices will include a monthly ready to serve chazge based on meter size and eonsumption charges based on water used Consumption charges will be at the constant use rate for the first30 days ofuse If use exceeds 30 days the Superintendent will have the discretion to reclassify the consumption charge to the summer season peaking rate These water rates aze periodically adjusted and shall be applicable as set forth in the rate schedule as adopted by the Public Utility Boazd and Tacoma City Council 8 CONVERSION OF SERVICE Establishment of an emergency intertie and providing emergency water shall not be considered a commitment of water availability for future retail or wholesale service Conversion ofan emergency intertie to retail or wholesale service will require an assessment of water availability a decision to serve by the appropriate body payment of a system developmeat charge and a commitment to comply with applicable rate and service policies 9 INDEMNITY Neither Party sha11 be liable for failureto deliver water to the other Party at any time If water is pmvided it shall be provided only from surplus production andor storage capacity of the supplying utility as determined at tfie time of intertie operation Each Party understands and aclnowledges that the other Pariy makes no wamanties or Exhibit A Resolution No 4648 October 12 2010 Page 3 of 4 assurances as to water availability pressure or volume at any given time relating to the intertie lA TERMINATION OF SERVICE Termination ofthis intertie agreement by either Party shall be preceded by not less than one 12 calendar months written notice to the other Party Dated this day of PCTDYJeiy 2010 CITY OF TACOMA CITY OF AUBURN By By Linda McCrea Water Superintendent Mayor Approved as to form and legality Approyed as o d legality By y Chief Assistan City Attomey Attorney Exhibit A Resolution No 4648 October 12 2010 Page 4 of4 EXHIBIT A EMERGENCY INTERTIE CONNEClION SPECIFICATIONS a 0 TiCCMA WE OON7NOL m p i 3 t r R ROMt CONVOI AWC tl a SiTE PLAN Intertls LorAtior Cannectlon Meter Elevation OperaMg Pressure Flow Copacity ft Pei 9Pm Ute e a c Au Tacoma Water Plpeline 5 srn 76505 12 s aazi 4524 309 80 22e0At8StNW Auburn WA EXHIBIT B GENERAL LOCATION MAP t e co a s ri r M v s m3 u J 5 i r t a kut r b Jt S H fsWj fi i ird ffrW C J 6 4 v x k r d a r ffiJtiTrlr4rQ 15rfIe4fl5a j Y Y j Y iS x f j I o i yr V 1rS RESOLUTION NO 4 6 6 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN WASHINGTON AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN INTERIM WATER SALES AGREEMENT BETWEEN THE CITY OF AUBURN AND KING COUNTY WATER DISTRICT NO 111 WHEREAS the City adopted Resolution No 2721 executing an Interlocal Agceement No 2 for the Lea Hill Intertie Projectbetween the Covington Water District King County Water District No 111 and the City of Auburn and WHEREAS to avoid unpredictable wafer sales and to create a predictable and reliable cost for wholesale water to be sold by the City to the Covington and King County Water District on June 17 2002 the City adopted Resolution No 3482 which authorized the execution of an Interim Water Sales Agreemenf between the parties and WHEREAS on February 22 2005 the prior Interim Water Sales Agreement was superseded and replaced with a new agreement per Resolution No 3817 and WHEREAS Covington has opted out of the original agreement and WHEREAS The City and the King County Water District No 111 wish to continue their prior amangement WHEREAS in keeping with the original intent of the parties to create a predictable and reliable cost for wholesale water it is appropriate for the City to Resolution No 4660 December 1 2010 Page 1 of 3 enter into a new Interim Wafer Sales Agreement with King County Water District No 111 which would supersede and replace the prior agreement NOW THEREFORE THE CITY COUNCIL OF THE CITY OF AUBURN KING COUNTY WASHINGTON HEREBY RESOLVES as follows Section 1 The Mayor of the City of Aubum and the Auburn City Clerk arehereby authorized to execufe an Interim Water Sales Agreement between the City of Aubum and King County Water District No 111 in substantial conformity with the Agreement attached hereto marked as Exhibit A and incorporated herein by this reference Section 2 The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of tliis legislation Section 3 This resolution shall be in full force and effect upon passage and signatures hereon Dated and Signed this day of 4 2010 CITY O U P TER B LEWIS MAYOR Resolution No 4660 December 1 2010 Page 2 of 3 ATTEST Danielle E Daskam City Clerk APP V D ASTO FORM D iel B Heitl ttorn J Resolution No 4660 December 1 2010 Page 3 of3 I IYVTERIM WATER SALES AGREEMENT between KING COUNTY WATER DISTRICT NO 111 and the CITY of AUBURN This AgreementAgreement is made and entered intothis day of December 2010 by and between King County Water District No 111 a Municipal Corporation Districtn and the City of Aubum a Municipal Corporation Auburn individually a Party and collectively the Parties Recitals A The Parties are also parties to Interlocal Agreement 2 for the Lea Hill Intertie Project between King County Water District 111 and the City of Auburn IA2 B The Parties desire to avoid unpredictable water sales and create a predictable and reliable cost for wholesale water to be sold by Auburn to the District C By guaranteeing a minimum purchase of water for a given period of time the cost of water which to a significant extent is based on peaking factors cah be minimized for all of Auburnscustomers D This Agreement is intended to establish a rate for a fixed block of water for the mutual benefit of the Parties Resolution No 4660 Exhibit A Decernber 6 2010 Page 1 of 8 E It is in the intecest of the Distct to have a predictable supply of water available and inAuburns interest to have a predictable and consistent source of revenue from the sale of such water F The Parties are authorized to enter into this Agreement under the authority of their respective enabling legislation and under the authority of Chapter 3934 RCW the Interlocal Cooperation Act G The Parties intend that the take or pay water provided for in this Agreement is a portion of and not in addition to the 25 MGD allocated to the District as addressed in IA2 Now therefore in consideration of the mutual covenants and promises contained herein and for other good and valuable consideration the adequacy of which is hereby aeknowledged the Parties hereby agree as follows 1 TAKE OR PAY Tfie District agrees to purchase a minimum block of water as identified in this Agreement from Auburn on atake or pay basis For purposes of this Agreement aBlock shall mean either an average of 075 MGD of water between the time period of October 1 and May 31 or an average of 10 MGD of water between the time period of June 1 and September 30 Take or pay shall mean thaf in the absence of an emergency as set forth in Section 7 of this Agreement the District shall pay for the Block of Resolution No 4660 Exhibit A December 6 2010 Page 2 of 8 It water whether or not the water is actually taken by the District subject to the provisions of Section 2 herein 2 CHARGES FOR WATER On a monthly basis the District will pay as shown on Exhibit 1 attached hereto and incorporated herein by this reference the Base Charge plus the Block Rate In addition to the Base Charge and the Block Rate any water taken in excess of the Block amount Excess Water during any month shall be billed at the appropriate overage rate shown in Exhibit 1provided that 1 any wateraken during an emergencyas defined in Paragraph 7 shall be billed at the Block Rate and 2 ifAuburn is unable to deliver up to the Block quantity of water requested by the District then Auburn shall only bill the District for the amount of water actually delivered at the Block Rate Auburn shall send a monthly bill to WD 111 for all water purchased by the District QUANTITY AVAILABLE DELIVERED The Block quantity shall be calculated as the amount of water tot be delivered at an average rate of either 075 MGD or 10 MGD depending on the season measured over a rolling 3 day period with total quantities delivered within any single day being within 10 plusorminus of the Block quantity in effect at thetimeas measured at the Auburn Intertie Pump Station meter Master Mefer For the Block quantity the District will be Resolution No 4660 Exhibifi A December 6 2010 Page 3 of 8 served on the same basis and with the same reliabilify as service is provided to Auburns retail customers and any curtailment restrictions or limitations on delivery shall be on same basis as curtailment restrictions or limitations on delivery to Auburns retail customers 4 ANNUALRECONCILIATION The Master Meter is located at the Lea Hill lntertie Pump Station to measure the flow of water The Master Meter will be read in January of each year to adjust for differences between the Master Meter and the water calculated to have been sold under this Agreement If there is a difference befinreen the Master Meter and the calculated quantities Auburn will either charge or credit the Districts account at the Block Rate 5 ANNUAL REVIEW AND ADJUSTMENT The initial Block of either 075 MGD or 10 MGD depending on the season shall remain in effect through December 31 2015 Each year fhe Block may be adjusted by mutual agreement By September 1 of each year the District shall notify Auburn of its intent to confinue without change or request an increase or decrease in writing of the Blockquantity desired Aubum will review its ability to approve the change and may approve any requested change in the Block quantity up to but not to exceed 15 MGD which would become effective January 1 of the year following the request If Auburn determines it cannot approve the Resolution No 4660 Exhibit A December 6 2010 Page 4 of 8 h request it will communicate this information to the District before October 1 and continue to provide the same amount as during the current year In the event that neitherParty communicates its intent to adjust the Block under this provision the Block shall be deemed to continue unchanged TERM This Agreement shall remain infull force andeffectfrom the first day of the month following the execution of this Agreement through Decem6er 31 2015 The Agreement shall automatically be renewed for an additional yearafthe conclusion of the term of this Agreement or any extension thereof unless either Party provides the other witli notice of an intent not to extend this Agreement which notice shall be ceceived by the other Partynot less than one year prior to the expiration of the term of this Agreernent or any extension thereof The termination of this Agreement shall not affect any rights or obligations under IA2 7Z EMERGENCIES For purposes of this Agreement an emergency shall be defined as a need for water resulting fromawater shorfage a major water line break fire demand contamination to the watec supply system mechanical equipment failure electrical equipment failure or Puget Sound Energy facility failure or any other mutually agreed upon event within the water supply system An emergeney period shall be Resolution No 4660 Exhibit A December 6 2010 Page 5 of 8 v for no more than five 5 working dayswithout written request by the District and approval by Auburn in writing to extend the emergency period The City may change reduce or1imit the time for or temporarily discontinue any water supplied for an emergency in excess of the Block quantity without notice Prior to a planned interruption or limiting of emergency senrice the City will notify the Distcict of the internaption or limiting not less than three days prior to the service disruption The City agrees to use best efforts and reasonable diligence to notify theDistrict as soon after it becomes aware of the need for emergency service disruption and further will to the extent practical limitthe service disruption to daylight hours 8 PRIOR AGREEMENT SUPERSEDED This Agreement supersedes and replacesthe Interim Watec Sales Agreementbefinreen Covington Water District King CountyWater District No 111 and the City of Auburn dated February 22 2005 In witnesswhereof the Parties have caused this Agreement to be executed by their duly authorized representatives onthe 1v day of 2010 Resolution No 4660 Exhibit A December 6 2010 Page 6 of 8 CI O URN PE R B L IS MAYOR ATTEST ZL24 e Danielle E Daskam City Clerk AP R 4BH PR Danie O City Attomey KING COUNTY WATER DISTRICT NO 111 WILLIAM C HALL GENERALMANAGER ATTEST APPROVED AS TO F RM Dist Atto ey Resolution No 4660 Exhibit A December 6 2010 Page 7 of 8 n 1 ii Interim Water Sales Aareement Between Kinq Countv Water District No 111 And the Citv of Auburn Exhibit 1 Take or Pa Monthl Rates Year Base Charge Biock and Summer per month Winter Overage Overage Rate er cc er cc 2010 17500 091 Block rate 025 2011 17500 091 X CPI Block rate 025 2012 17500 2011 Rate X Block rate CPI 025 2013 17500 2012 Rate X Block rate CPI 025 2014 17500 2013 Rate X Block rate CPI025 201517500 2014 Rafe X Block rate CPI 025 CPI means the Consumer Price Index Urban for the Seattle Tacoma Bremerton area for the month of October of the prior year divided by fhe Octqber value of the year prior to that see example below Example CPI for2011 equals the October 2010 CPI value divided bythe October 2009 CPI value Resolution No 4660 Exhibit A December 6 2010 Page 8 of 8 RESOLUTION NO. 4 7 2 5 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO NEGOTIATE AND EXECUTE . A PURCHASE AGREEMENT WITH COVINGTON WATER DISTRICT AND KING COUNTY WATER DISTRICT #111 WHEREAS, the Covington Water District and King County Water District 111 (the Distcicts) have surplus infrastructure in the form of a water main on 132"d Ave Southeasf; and WHEREAS, the City has a need for an additional water main on 132"d Ave SE as part of a programmed capital project; and WHEREAS, the Districts are willing to sell the water main to the City; and WHEREAS, purchase of the water main will avoid various environmental and traffic impacts and the risk associated with construction of a new main; and WHEREAS, purchase of the water mairi will eliminate the additional burden on finite staff resources #o design and construct a new water main. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. That the Mayor is authorized to negotiate an Agreement with Covington Water District and King County Water District #111, and the Mayor and the City Clerk are authorized to execute such agreement as negotiated within budgetary and sco,ping parameters. Section 2. That the 'Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Resolution No. 4725 June 24, 2011 Page 1 of 2 Section 3. That this Resolution shall take effect and be in full force upon passage and signatures hereon. Dated-and Signed this day of 2011. C OF AU PET R B. LEWIS MAYOR ATTEST: Danielle E. Daskam, City Clerk AP FORM: D O PDanie 6. Heid, City Attorney Resolution No. 4725 June 24, 2011 Page 2 of 2 V PIPELINE TRANSFER ANDACQUISITION AGREEMENT This Agreement ("AgreemenY') is by and between the Ciry of Aubum, a Washington municipal corporation ("Gity"), Covington Water District, a Washington municipal corporation ("CWD"); and King County Water District No. 111, a Washington municipal corporation ("WD 111") (CWD and WD'111, collectively fhe '`Districts") (the Districts and City, collectively the "Parties") for the purposes set forth below. RECITALS A. The City owns and operates a system of water supply within its corporate and waterservice area boundaries, and the Districts own and operate systems of water suppiy within their respective corporafe and water service area boundaries. B. The Parties previously entered into agreements providing for the construction of certain facilities to provide for the conveyance and sale by ttie City of wholesale water supply to the Districts. Spec cally, the Parties entered into an agreement entitled"Interlocal Agreement No. 1" dated November 7, 1995 ("IA1") which provided for the construction of certain facilities to provide for the conveyance of who,lesale water supply by the City to the Districts, the obligations to pay for such facilities, and the allocation of capacity rights among the Parties to such facilities; pursuant to IA1,a 16-inch watecline, among other facilities, was installed from SE 298th Street to SE 288th Street in 132nd Avenue SE and the Districts own such waterline and . 95% of the capacity of such waterline in 132nd Avenue SE. C. The Parties also entgred into an agreement entitled "Interlocal Agreement No. 2" dated October 2, 1996 ("IA2") which also provided for the construction of certain additionaL facilities to proVide foe the conveyance of wholesale water supply by 4he City to 4he Districts, the obligations to pay for such facilities, and the allocation of capacity " rights :among the Parties to such facilities; and IA1 .was terininated and superseded upon the completion of the construction of the water facilities described in IA2. D. The City has been providing water supply to the Districts in accordance with the terms and conditions of IA2 through the water facilities consVucted pursuant to IA1 and IA2. However, the Gity has proposed to the Districts that the Ciry purchase a. portion of the 16-inch waterline in 132nd Avenue SE owned by the Districts located between SE 299th Street north to the Regional Water Supply System pipeline managed by the City of Tacoma as depicteci on Exhibit A attached hereto and incorporated herein by this reference (the "Pipeline"). E. The Districts have agreed to transfer ownership of the Pipeline and its capaci;y to the City, and the Citq has agreed to accept ownership ofthe Pipeline and its capacity according to the terms and conditions of this Ag eement. F. After title to the Pipeline is transferred to the City, the City shall have the responsibility to operate, maintain, repair and replace the Pipeline. 419?50.2 OJ936I 00077/1520II 1- w AGREEMENT NOW, THEREFORE, in consideration. of the foliowing terms and conditions, the Parties agree as follows: 1. Citv Acauisition of 'Pipeline. The City shall acquire, from the Districts exclusive title to the Pip"eline, along witfi all appurtenances associated with the Pipeline as provided in this Agreement: The Pipeline consists of that portion of the 16-inch wateriine in 132nd Avenue SE between SE 299th Street north to the Regional Water Suppiy System pipeline managed by the City of Tacoma ofapproximately one thousand two hundred thirty (1,230) Iineal feet bonsisting of uVater pipeline, valves, fittings, and appurtenances as depicted on Exhibit A. 2. Transfer of Pioeline and Caaacitv. Distticts shall convey the Ripeline and the Pipeline's capacity to the City as follows: A. . Districts shall transfer the Pipeline and its capacity to the City in consideration of the City's payment in the amount of Two Hundred Fifteen Thousand Two Hundred Fifty Dollars ($215,250.00) together with sales tax at the rate of 9.5% thereon to each District ($20,448.75). B. In consideration of the Districts' transfer of the Pipeline and its capacity to the City, the City shall accept ownership ofthe Pipeline and operate, maintain, repair and replace the Pipeline and fhe City will continue to deliver water through the Pipeline to WD 111 in accordance with IA2 and any other agreements the Parties have or may have. The City shall provide WD 111 with water supply pursuant to IA2 and any other agreements the Parties have or may have. at a point of delivery as depicted on Exhitiit A such that 1ND 111 may continue to provide necessary supply to its customersserved from the Pipeline. 3.Indemnification and Hold-Harmless. The City shall indemnify, defend and hold harmless Districts, ita elected and appointed officers, employees and agents from and against any and all claims, losses, damages, judgments or liability, including attorneys' fees, arising from 'injury or death to persons or damage to property occasioned by any act, omission: or failure of City, its elected and appointed offcers, agents or employees in the performance of this Agreement. This shall include, but is not limited to, any iabilities resulting from: A. Construction of upgrades to the Pipeline undertaken by the City. B. Leaks or b eaks in the Pipeline after the execution of this Agreement. C. Prior and futu e actions of City and its agents other than Districts: J19?50.21 9361 00077/IS/?011 2- 4.Closina. The Parties shall not be obligated to close the City's acquisi4ion of the Pipeline unless and until each Party has performed its covenants and obligations as follows. A. Closing shall occur on or before the -\day of 2011 at the City's offices located at 15 l,.ax a:nS: , Aubum, Washington, or at such other time and place agreeable to the Parties. B. At closing the Districts shall deliver to the City: 1. A Bill of Sale in the form attached hereto as Exhibit B and . incorporated herein by this reference transferring to the City, all of the Districts' right, title and interest in the Pipeline and its capacity and warranting that Districts have exclusive title, to the Pipeline and its full capacity, excepting that portion owned by the City. Other than the above warranties, the Bill of:Sale shall indicate that the sale is an "As Is, Where Is" sale, with no other warranties, express or implied. 2. "As,BuilY' Pipeline documents in the possession of Districts. C. AYclosing, the City shall deliver to the Districts: 1. Funds in the amount of Four Hundred Thirty Thousand Five Hundred Dollars ($430,500.00) in theform of payments of Two Hundred Fifteen Thou§and Two Hundred Fifty Dollars ($215,250.00) to each District, together with sales tax at the rate of 9.5% thereon (totaling 40,897:50 or$20,448.75 to each District). D. When the requireinents of Sections 4(B) and 4(C) herein have been fulfilled, this transaction shall be closed without further instruction from the Parties. E. To the extent that there are any taxes, special assessments or utility service fees relating to the Pipeline or its use that are the legal obligation of one Party but are attribtitatile in partto a time period during which that Party did not have possession of 4he Pipeline, then the Parties will share in the obligation to pay such taxes, assessments or fees on the basis of a proration as of Closing. The City may record the Bill of Sale, assignments and other transfer documents as it desires and shall pay the cost thereof: 5. Transfer of Resoonsibilitv. A. Effective 12:01 a.m. on the day immediately following Closing; the Districts relinquish responsibility for the Pipeline to the City, and the City assumes responsibility for the Pipeline on that date, including the obligation to operate, maintain, repair and replace the Pipeline. 4I9250.21 9361 0007 7/I52011 3- B. Effectiye 12:01 a.m. on the day immediately following Closing, the City shall assume and 6e fully esponsible for the Pipeline at the City's sole cost and expense. The Pipeline shall 6e operated by City to provide water supply to WD 111 and any other lawful purpose. 6. Severabilitv. The invalidiry or unenforceability of any provisions of this Agreement shall not affect the other proJisions hereof, and tHi§ Agreement shall be construed in all respect as if such invalid or unenforceable provisions were omitted. 7. Amendment. No change, amendment ormodification of any provisions of the Agreement shall be valid unless;:set forth in a written amendment 4o this Agreement signed by the Parties. S. Authorization. By signing this Agreement, each Party certifies that it has the authority to 6ind its respectiVe governing bodies to all of the tertns and conditions of this Agreement. 9.Effective Date. This Agreement shall be effective upon the date of the Iast signature below. City f Au a Washington muni pal o By: Its: 2 Deted: P 2 Zo Attest: City CI 8,,: Q . Approv as B ubum C Attomey 419?iQ2 049361 0007 7/I S/201 I 4-' King County Water District No. 111,a Washingfon municipal corporation' BY= -l Its: -(¢¢anc.. /1'1a sG - Dated: _ l.lu u : ol ( Approved as to form: By: ._ - trict A ney Covington Water District, a Washington municipal corporation By: ns: e. Dated: flvq, ao/f Approved as to form: By:_ il..r nM.0 District Attomey i19250.21 9361 0007 7/152011 11 11 12"12" SE 288TH ST M FCS WD No. 111 CWD N.T.S. 1 6° I I LCI N WI > Q Z M POINT OF DELIVERY TOWDNo. 111 i FCS AUBURN /TACOMA M WD11U FCS i 12"TACOMA M o DUBERRY 12„HILL i TACOMA SSP i FCS g LEGEND M i POINT OF DELIVERY FCS FLOW CONTROL STATION 2^ TO WD NO. 111 WD No. 111aFLOWMETER SE 299TH ST _ T - 16 WATERLINESALE TOAUBURNAPPROX. LEAHILL 230LF BPS oRO J I 132ND AVENUE 16"TRANSMISSION MAIN PIPELINE TRANSFER AND AGREEMENT ACQUISITION m Roth Hill, LLG EXHIBIT A W terD stri t a 1130 NE33rd PIeCe, IN Ai AWN CnECHED PPPROVED ISTRICi o SWte 200 18—Jul. —ll, . IMM GH3Bellevue,WA 98004 Te1.425.869.&148 N " Fi E """"E onte naaaovEo NTS 132nd Tronsmission Main. Sale.dwg Exhibit "B" BILL OF SALE WATER PIPELINE Govington Water District, a Washington municipal corporation, and King County Water District No. 111, a Washington municipal corporation (collectivelythe "Districts"), transfer and convey to the City of Aubum, a Washington municipal corporation ("City"), the following described personal property: a 16-inch waterline in 132nd Avenue SE between SE 299th Street north to the Regional Water Supply System pipeline managed by 4he City of Tacoma consisting 'of approximately one thousand two hundred thirty 1,230) lineal feet of water pipeline, valves, fittings, and appurtenances as depicted on Exhibk A attached hereto and incorporated herein by this reference (the,"Pipeline"). This transfer and conveyance is made in consideration of We City's payment of Four Hundred Thirty Thousand Five Hundred Dollars ($430,500,00) in the form of payments of Two Hundred Fif4een Thousand Two Hundred Fifty Dollars ($215,250.00) to each District, together with sales 4ax at the rate of 9.5% thereon (totaling $40,897:50 or $20,448.75 4o each District); and the City's agreement to own and operate the Pipeline as part of the City's wate supply. Districts`further transfer, convey and assign to the City any and all warranfies related to the Pipeline;Provided, the Districts make no representations or warranties regarding the existence orstatus of any warranties related to the Pipeline. Districts warrants that they: have exclusive title to the Pipeline and its full capacity, excepEing that porfion of the capacity presently owned by the City, and that the Pipeline was accepted :for public use as facilities of the Districts. Other than the foregoing warranties, the transfer and conveyance of the Pipeline by the Districts to fhe City is "As Is", Where Is" with no other warranties, express or implied. Dated this pay of uLa , 201 L King County Water District No. 111 By i",. ' Its: (ev.e+c. Ma ae Dated this day of t, 2011. Covington Water District By Its: ov l,da n c t I,y Exhi " " 12"12" SE 288TH 3T M FCS WD No. 11;1 CWD N.T.S. I 1 6° I I V Uj l0 r T Q Z M POINT OF DELIVERY TOWDNo. 111 FCS AUBURN /TACOMA M WD111/ FCS N 12"TACOMA M DUBERRY 12„HILL TACOMA SSP FCS LEGEND M i POINT OF DELIVERY FCS FLOW CONTROLSTATION 2 TO WD No. 111 WD No. 111 FLOW METER SE 2JJTH ST _ T — 16 WATERLINE 3ALE TOAUBURN'APPROX. LEAHILL _ 1,230LF BPS o R IILL 132ND AVENUE 16"TRANSMISSION MAIN m PIPELINE TRANSFERAND AGREEMENT ACQUISITION Roth Hill, LLC EXHIBIT A W terDistrict 111,KIN6 COUNIY 11130 NE 33rtl Place, P oTriNC oa awrv cnecKeo naaRavEO isreicrSUI[8200 g—ul —11 IMM ' GH. i Bellevue,WA 98004 P o iNC scn E Fi E NaME onrE naaao o o Te1.425.869.9448 NTS 132nd Tronsmission Moin Sale.dwg RESOLUTION NO. 4 9 8 6 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AGREEMENTS BETWEEN THE CITY OF AUBURN AND CASCADE WATER ALLIANCE FOR THE PURCHASE AND SALE OF CREDITS RELATING TO PERMANENT AND RESERVE WHOLESALE WATER SUPPLY CAPACITY WHEREAS, the City of Auburn has a duty and responsibility to provide water to its community; and WHEREAS, in February 2010, the City of Auburn entered into the 2010 Lake Tapps Area Water Resources Agreement that provided, among other things, for Cascade Water Alliance (Cascade) to assist the City in meeting its projected 50-year water supply needs; and WHEREAS, in February 2013, Cascade informed the City of the availability of a water supply opportunity; and WHEREAS, the City confirmed its desire to purchase a System Development Charge Credit from Cascade for both 4 Million Gallon per Day ("MGD") Permanent, and 6 MGD Reserve Wholesale Water Supply. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. That the Mayor and City Clerk are hereby authorized to execute Agreements between the City and Cascade Water Alliance for the Purchase and Sale of Credits Relating to Permanent and Reserve Wholesale Water Supply Capacity, which agreements shall be in substantial conformity with the agreements attached hereto as Exhibits A and B and incorporated herein by this reference. Resolution No 4986 August 21, 2013 Page 1 of 2 Section 2. That the Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Section 3. That this Resolution shall take effect and be in full force upon passage and signatures hereon. Dated and Signed this day of s 2013. CI AUBU PETER B. LEWIS, MAYOR ATTEST: Danielle E. Daskam, City Clerk APPROVED AS TO FORM: J0i D. ,el . Heid, City Atromey Resolution No 4986 August 21, 2013 Page 2 of 2 AGREEMENT FOR THE PURCHASE AND SALE OF CREDITS RELATING TO PERMANENT WHOLESALE WATER SUPPLY CAPACITY THIS AGREEMENT ("Agreement") is made and entered into as of this 10*_day of 5 jle bor 2013 ("Effective Date"), by and between the City of Auburn, Washington Auburn"), and Cascade Water Alliance, ajoint municipal utilities services authority organized under Chapter 39.106 RC W ("Cascade"). The City and Cascade are sometimes referred to collectively as the "Parties" and individually as a "Party." RECITALS WHEREAS, in 2005, in order to meet Cascade's immediate and long-term water supply needs, Cascade purchased from Tacoma a supply of water both permanently and for a finite period of years pursuant to an "Agreement for the Sale of Wholesale Water"; WHEREAS, on February 5, 2010, Cascade and the Cities of Bonney Lake, Buckley, Sumner and Auburn entered the 2010 Lake Tapps Area Water Resources Agreement(the"Four Cities Agreement")that provided, among other things, for Cascade to assist the four cities in meeting their projected 50-year water supply needs; WHEREAS, on December 31, 2012, Cascade and Tacoma entered the Amended and Restated Agreement for the Sale of Wholesale Water (the "Amended and Restated Agreement") that provided, among other things, for Tacoma to make available to the four cities a water supply to be purchased directly from Tacoma as a wholesale customer and to recognize credit for the System Development Charges that Cascade had previously paid to Tacoma; WHEREAS, Cascade and Tacoma sent a letter, dated February 11, 2013, to inform Auburn of the availability of the "substitute" water supply opportunity and related time limitations and procedures for acting on the opportunity ("Joint Letter"); WHEREAS, Auburn timely approved, signed, and delivered the Confirmation Notice, dated May 21, 2013, to confirm Auburn's election of the substitute supply opportunity and its desire to purchase a System Development Charge Credit from Cascade as to the 4 MGD Wholesale Water Supply ("Confirmation Notice"); and WHEREAS, the Joint Letter and Confirmation Notice are set forth in Exhibit A hereto and are incorporated by reference in this Agreement; NOW, THEREFORE, IN CONSIDERATION ofthe recitals stated above, which are incorporated herein, and the mutual covenants and conditions herein contained, the Parties agree as follows: AGREEMENT 1.Definitions. 4 MGD Wholesale Water Supply" means an average annual 4 MGD wholesale water supply from Tacoma, with a Peaking Factor of 1.33, and a maximum peak day of 5.32 MGD, all as provided in the Amended and Restated Agreement. Amended and Restated Agreement" means the "Amended and Restated Agreement for the Sale of Wholesale Water" by and among Cascade and the City of Tacoma, Department of Public Utilities, Water Division, dated December 31, 2012. Confirmation Notice" means the document, dated May 21, 2013, in which Auburn confirmed its election of the substitute supply opportunity in fulfillment of Cascade's obligation in the Four Cities Agreement to assist with Auburn's projected 50-year water supply needs attached in Exhibit A). Four Cities Agreement" means the "2010 Lake Tapps Area Water Resources Agreement among the Cities of Auburn, Bonney Lake, Buckley and Sumner, and Cascade Water Alliance," dated February 5, 2010. MGD" means million gallons per day. Joint Letter"means the letter, dated February 11, 2013, from Cascade and Tacoma to Cities of Auburn, Bonney Lake, Buckley and Sumner that is attached hereto in Exhibit A. Notice of Confirmation of System Development Charge Credit" means a notice, given by Cascade to Tacoma at the request of Auburn, confirming the amount of the System Development Charge Credit (if any)to be applied to the System Development Charge otherwise due and payable by Auburn to Tacoma in connection with a wholesale water supply agreement. System Development Charge" or"SDC" means the system development charge imposed upon wholesale customers by Tacoma in its wholesale water regulations. System Development Charge Credit" means a credit to be applied in a wholesale water supply agreement against the System Development Charge otherwise due and payable by Auburn to Tacoma. The System Development Charge Credit is expressed in million gallons per day (MGD) units and in dollars. Tacoma"means the City of Tacoma, Department of Public Utilities, Water Division. Page 2 of 8 2. Term of Agreement. This Agreement takes effect on the first date that both Parties have duly approved, signed, and delivered the Agreement to the other Party. The term of the Agreement will commence on the effective date and will end on December 31, 2029 or the date that Auburn has fully paid Cascade for the price of the System Development Charge Credit consistent with Sections 3 and 4 of this Agreement. 3.Purchase of 4 MGD System Development Charge Credit& Price. Auburn agrees to purchase and Cascade agrees to sell a System Development Charge Credit regarding the 4 MGD Wholesale Water Supply in the quantity of 2.5 MGD annual supply capacity(3.32 MGD peak supply capacity). In consideration for said System Development Charge Credit, Auburn will pay to Cascade a total price of$7,893,300.00 as of the date that this Agreement takes effect. The parties agree that Auburn will pay interest at an annual rate of 3.2% on the balance due beginning in 2017 and continuing until the balance is fully paid and this Agreement terminates. Auburn will pay the total price by making an annual payment in 2017-2029 according to the annual payment schedule set forth in Section 4 below. This schedule incorporates interest at a rate of 3.2% on the balance due, beginning in 2017. Under this schedule the total of annual payments including interest is $10,105,806.00. 4. Annual Payment Schedule. Auburn will make annual installment payments to Cascade to pay for the System Development Charge Credit as to the 4 MGD Wholesale Water according to the following payment schedule: Payment Schedule Year Amount Year Amount 2014 0 2022 934,805 2015 0 2023 934,805 2016 0 2024 934,805 2017 252,586 2025 934,805 2018 252,586 2026 934,805 2019 252,586 2027 934,805 2020 934,805 2028 934,805 Page 3 of 8 2021 934,805 2029 934,805 Total 10,105,806 Each year the annual payment shall due and payable by Auburn to Cascade on or before June 30 of the year in which such payment is due. If full payment of any annual payment is not received by Cascade on or before the date due, such payment shall be considered past due, and the unpaid amount shall accrue additional interest, from the date due until the date paid, at a rate per day equal to 0.03 percent per day. Upon not less than fifteen (15) days' advance notice to Cascade, the City may in any given year prepay without penalty any one or more of the next successive annual payments. Upon such notice, Cascade will provide Auburn documentation of the amount due for such payment, and adjustments to any remaining payment schedule, net of related interest incorporated into the above payment schedule. 5. Notice of Confirmation of System Development Charge Credit. Within 30 days after this Agreement takes effect, Cascade will send to the Tacoma Water Superintendent a Notice of Confirmation of System Development Charge Credit regarding the 4 MGD Wholesale Water Supply in the quantity of 2.5 MGD annual supply capacity. Cascade will provide a copy of the Notice to Auburn when it is sent to Tacoma. 6. Wholesale Water Supply Purchase Negotiations with Tacoma. In order to use the System Development Charge Credit and secure a wholesale water supply from Tacoma, Auburn acknowledges that it must make an offer, complete negotiations, and enter a wholesale water supply agreement with Tacoma consistent with the Joint Letter and Confirmation Notice set forth in Exhibit A and with the Amended and Restated Agreement. Auburn acknowledges and agrees that Cascade makes no representations or warranties as to the outcome of such negotiations, the Tacoma wholesale water supply that Auburn may (or may not) be able to purchase, or otherwise. 7.Effect on Four Cities Agreement. The Parties agree that this Agreement constitutes full performance by Cascade of its obligations under Section 3(a) of the Four Cities Agreement. Accordingly, Section 3(a) ofthe Four Cities Agreement shall be of no further force or effect as between Cascade and Auburn. Other provisions of the Four Cities Agreement are unaffected by this Agreement and remain effective according to their terms. 8. Notices. All notices and payments hereunder may be delivered or mailed. If mailed, they shall be sent to the following respective addresses: Page 4 of 8 Cascade Water Alliance: City of Auburn: 520 112'' Avenue NE, Suite 400 Attn: Dennis Dowdy Bellevue, Washington 98004 25 W Main St Attn: Chief Executive Officer Auburn WA 98001 Phone: (425)453-0930 Phone: (253)931-3010 Fax: (425)425-453-0953 Fax: (253)931-3053 A Party may change its address from time to time by providing notice to the other Party. All notices and payments mailed by regular post(including first class) shall be deemed to have been given on the second business day following the date of mailing, if properly mailed and addressed. Notices and payments sent by certified or registered mail shall be deemed to have been given on the next business day following the date ofmailing, ifproperly mailed and addressed. For all types of mail, the postmark affixed by the United States Postal Service shall be conclusive evidence of the date of mailing. 9.Dispute Resolution. In the event that any dispute arises between Cascade and Auburn, the aggrieved Party shall give a notice of the dispute to the other Party. Cascade and Auburn shall, within five (5) days of such notice, each nominate a senior officer of its management to meet at a mutually agreed location, to attempt to resolve such dispute. The Parties shall each designate a representative(s) to confer on the best and most cost effective way to resolve the dispute. By mutual agreement, they may choose direct negotiations or mediation. If there is no agreement between the Parties on how to proceed within thirty (30) days, either Party may pursue legal action; provided, however, no Party shall be precluded from filing an appeal or action to prevent the expiration of a time period for filing or any statute of limitations. If a Party fails to perform its obligations hereunder, then it shall be in default hereunder unless the defaulting Party cures an event of default, whether monetary or non-monetary, within thirty (30) days after receiving written notice from the other Party of such default. Subject to the procedures set forth in Section 9 (Dispute Resolution), if a Party is in breach or default of its obligations arising under this Agreement, the other Party shall have and shall be entitled to exercise any and all remedies available to it at law or in equity (including the right to specifically enforce this Agreement), all of which remedies shall be cumulative. 11. Attorneys' Fees. If any Party shall be required to bring any action to enforce any provision ofthis Agreement, or shall be required to defend any action brought by the other Party with respect to this Agreement, and in the further event that one Party shall substantially prevail in such action,the losing Party shall, in addition to all other payments required therein,pay all of the prevailing Party's reasonable costs in connection with such action, including such sums as the court or courts may adjudge reasonable as attorney's fees in the trial court and in any appellate courts. Page 5 of 8 12. No Assignment. This Agreement is specific to the Parties and may not be assigned in whole or in part. 13. Non-Waiver. No delay or failure by a Party to exercise any of its rights, powers or remedies under this Agreement following any breach by another Party shall be construed to be a waiver of any such breach, or any acquiescence therein, or of or in any similar breach thereafter occurring, nor shall any waiver of any single breach be deemed a waiver ofany other breach theretofore or thereafter occurring. 14. No Third Party Beneficiary. This Agreement is for the sole and exclusive benefit of the Parties and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto. 15. Integrated Agreement. This Agreement constitutes the entire agreement between the Parties with respect to the subject matter hereof and supersedes all prior or contemporaneous understandings or agreements with respect thereto; provided, however, that this Agreement shall be interpreted or construed together with the Amended and Restated Agreement, the Joint Letter, and the Confirmation Notice. No modifications or amendments ofthis Agreement shall be valid or effective unless evidenced by an agreement in writing signed by the Parties. 16. Signature in Counterparts. This Agreement may be executed in counterparts and all of those counterparts taken together shall constitute one and the same instrument. 17. Representations of the Parties. Each Party represents and warrants that it has duly approved, executed, and delivered this Agreement and that it has all necessary authority to enter into this Agreement and to perform its terms and obligations. Each Party represents and warrants that the approval, execution, and delivery have been duly authorized by the appropriate board or council, and no other act or proceeding on the part of any Party is necessary to authorize entry into or performance of this Agreement. IN WITNESS WHEREOF, the Parties have duly executed this Agreement as of the Effective Date. Page 6 of 8 City of trn Cascade Water Alliance:: By: By: Chuck Clarke Title: yr,e Title: Chief Executive Officer Date: SEP 10 2013 Date: ATTEST City Clerk APP U AS TO FORM City Attorney Page 7 of 8 Exhibit A Joint Letter signed by Cascade and Tacoma, dated February 1], 2013, and the Confirmation Notice signed by Auburn,dated May 21, 2013.1 CASCADE T ! -• I I K r\ I I IAN ( I WATER T110.1 10.11. .1.11TI.. February 11, 2013 The Honorable Pete Lewis The Honorable Pat Johnson City of Auburn City of Buckley 25 West Main Street 933 Main Street Auburn, WA 98001 Buckley, WA 98321 The Honorable Neil Johnson The Honorable Dave Enslow City of Bonney Lake City of Sumner 19306 Bonney Lake Blvd. 1104 Maple Street Bonney Lake, WA 98391 Sumner, WA 98390 Re: Cascade Water Alliance and Tacoma Water Substitute Wholesale Water Supply Availability—Time is of the Essence (Sent by Email and US Main Dear Mayors: As you may be aware,the Cascade Water Alliance and City of Tacoma have been in ongoing discussions about potential changes to the 2005 Water Supply Agreement. In late 2012 a new agreement was reached and signed which benefits not only Tacoma and Cascade but also the Four Cities of Auburn, Bonney Lake, Buckley and Sumner. This new agreement preserves the right of the four cities under the 2009 Cascade/Four Cities Agreement and allows a new time sensitive supply option to be jointly offered to the four cities from Cascade and Tacoma. The Cascade Water Alliance(Cascade), in cooperation with Tacoma Water, is offering the availability of a substitute wholesale water supply ("Substitute Supply") and to provide this notice of a limited period of time for your Cities to take action on this unique opportunity. Cascade and Tacoma have entered into a Restated and Amended Agreement for the Sale of Wholesale Water,which replaces the 2005 agreement between the parties for purchase and sale ofwholesale water. The 2005 agreement is included as one of the"water supply assistance" measures in the 2010 Lake Tapps Area Water Resources Agreement between Cascade and your cities(the"Four Cities Agreement"). In the Restated and Amended Agreement, Cascade has agreed to relinquish its right to take delivery of the Substitute Supply. This water is now available to the Cities to purchase directly from Tacoma as a wholesale customer. Cascade has,however,previously paid capacity charges for this wholesale water supply. If your City now desires to purchase the Substitute Supply directly from Tacoma and takes action described in this letter, Cascade is willing to sell your City a credit (reflecting the amounts that Cascade has previously paid to Tacoma)that can be Joint Letter to the Four Cities February 11, 2013 Page 2 applied against System Development Charges that would otherwise be due to Tacoma ("SDC Credit"). The amount and availability of any SDC Credit will be determined by Cascade in accordance with the terms set forth in the Confirmation Notice that is attached to this letter. You must act promptly, however, in order to secure the opportunity to obtain an SDC Credit from Cascade. This letter provides Cascade's formal notice of the limited window of time for your City to act, the Confirmation Notice that you must return to Cascade to apply for a SDC Credit, and general guidance as to how Cascade and Tacoma intend to cooperate to facilitate the implementation of the Restated and Amended Agreement Limited Time to Act You must act within 120 days from the first meeting of Tacoma, Cascade and the Four Cities to confirm your interest in this opportunity by delivering a signed "Confirmation Notice" to Cascade in the form attached to this letter. This opportunity expires at the end of 120 days. During this 120-day period, the quantity allocation among and between the Four Cities as stated in the Four Cities letter to Cascade, dated February 5, 2010, shall be recognized by Cascade and shall determine the maximum allocation of the Substitute Supply(and the Residual Wholesale Water Supply) among the Cities (unless the Four Cities jointly agree to reallocation in accordance with the Four Cities Agreement). A City has until the expiration date to deliver an executed Confirmation Notice to Cascade. If you select this opportunity by acting within the 120 days, then you have until March 1, 2018 to purchase (or agree to purchase) an SDC Credit from Cascade (In anticipation of the required steps with Tacoma described below, it is advisable for your City to complete the SDC purchase agreement with Cascade in advance of March 2018 to allow your City adequate time for the Tacoma steps.) if you select this opportunity by acting within the 120 days, then you will also have until March 1, 2018 to submit a Wholesale Water Agreement with Tacoma that is eligible for the SDC Credit. if you do not confirm your selection by delivering a Confirmation Notice to Cascade by the deadline, then you decline the Substitute Supply opportunity stated in this letter. In that event, you will still be able to purchase wholesale water supply (if any water supply capacity remains available) from Tacoma on terms consistent with Section 3(a) of the Four Cities Agreement However, you will not be eligible for an SDC Credit Next Steps with Cascade If you deliver the Confirmation Notice within the 120-day deadline stated above and select this Substitute Supply opportunity,then you will need to complete the following steps with Cascade: a) Confirmation to Cascade that your City will proceed with the Substitute Supply opportunity stated herein, and that it fully substitutes for Section 3(a) of the Four Cities Agreement which will have no further force or effect. b) Agree with Cascade for payment terns to Cascade for the SDC credit. Joint Letter to the Four Cities February 11, 2013 Page 3 c) Upon completion of the items in (a) and (b) above, Cascade will send Notice of Confirmation of System Development Charge Credit to Tacoma. Next Steps with 'Cacoma Water If you deliver the Confirmation Notice to Cascade within the deadline stated above and select this opportunity,then you would also need to complete the following steps with Tacoma in order to submit a timely offer to purchase all or a portion of the Substitute Supply. The procedures and requirements that must be followed to submit such an offer arc set forth in Section 6 and Section 7 of the Restated and Amended Agreement (attached for reference). It is important to read these procedures and requirements carefully as any offer you make must be in strict compliance with these procedures and requirements. These procedures and requirements are briefly summarized as follows: a) In order to obtain a SDC Credit, Tacoma must be in receipt of a Notice of Confirmation of System Development Charge Credit from Cascade. b) Prior to submitting your offer to purchase water from Tacoma, you must obtain Tacoma's written review and approval ofthe Wholesale Water Supply Agreement(including any proposed modifications thereof) pursuant to which such offer is to be made to Tacoma. e) Your offer to Tacoma must be submitted in the form of duplicate executed originals of the Wholesale Water Supply Agreement, in strict conformity with the form of the Wholesale Water Supply Agreement approved by Tacoma. d) No later than March 1, 2018, you must deliver your offer to Tacoma, Attention: Water Superintendent, Tacoma Water, 3628 South 35th Street, Tacoma, WA 98409, and obtain Tacoma's acknowledgment of the time and date of Tacoma's receipt of such offer. Clarifications While we are pleased to present this opportunity to your City, we want to avoid any confusion as to what this opportunity is and is not. For avoidance of doubt, this letter does not constitute a modification or waiver of any of the procedures or requirements set forth in the Restated and Amended Agreement. This letter does not constitute an offer by Tacoma to sell a wholesale water supply to any person or entity. Any such sale by Tacoma is subject to and contingent upon the negotiation, execution and delivery of a mutually acceptable Wholesale Water Supply Agreement. Conclusion Cascade and Tacoma are pleased to provide the availability of Substitute Supply, and look forward to receiving your offer to purchase, should you desire to do so, in accordance with the Joint Letter to the Four Cities February 11, 2013 Page 4 guidelines set forth above We will be contacting your office within the next week to schedule a meeting to present and discuss this opportunity Sincerely, Chuck Clarke Linda A. McCrea Chief Executive Officer Superintendent Cascade Water Alliance Tacoma Water Joint Letter to the Four Cates February 11, 2013 Page 5 Confirmation Notice To Be Delivered to Cascade Water Alliance 120 days From the First Meeting of Tacoma, Cascade and The Four Cities The City of City") confirms receipt of the letter, dated from Cascade Water Alliance ("Cascade") and Tacoma Water presenting the availability of a substitute wholesale water supply ("Substitute Supply"). The City understands that the Substitute Supply is an alternative to the provisions of Section 3(a) of the 2010 Lake Tapps Area Water Resources Agreement between Cascade and the Cities of Auburn, Bonney Lake, Buckley, and Sumner(the "Four Cities Agreement'). The City understands that the Substitute Supply requires the City to enter a wholesale water supply agreement with Tacoma Water to be negotiated and offered to Tacoma Water by March 1, 2018 as described in the above-referenced letter. The City understands that Cascade Water Alliance is offering to sell a System Development Charge Credit to the City on the terms and conditions stated on Exhibit 1 attached hereto, provided that by March 1, 2018 Cascade and the City need to enter an agreement to confirm the purchase and sale and Cascade's provision of a Notice of Confirmation of System Development Charge ("SDC") Credit to Tacoma Water. Now, therefore, the City of hereby confirms and agrees as follows: a) The City the elects the "Substitute Supply" opportunity described herein as an alternative that fully substitutes for section 3(a) of the Four Cities Agreement. b) The City provides this Confirmation Notice with respect to the following portion of the Substitute Supply: 4 MGD wholesale supply: 6 MGD wholesale supply. c) By selecting the"Substitute Supply" alternative, the City agrees that Cascade has fully performed and satisfied all obligations to the City under 3(a) of the Four Cities agreement. d) The City agrees that section 3(a) of the Four Cities Agreement shall be of no further force or effect as between Cascade and the City. e) The City and Cascade shall proceed with diligence to negotiate an agreement for purchase ofan SDC Credit consistent with the terns outlined in Exhibit 1. CONFIRMED,ACCEPTED AND AGREED TO BY THE CITY OF on this day of 2013 By Name] Mayor CI I Y OF ADBURN Peter B Lewis, Mayor WASHINGTON 25 West Main Street * Auburn WA 98001-4998 www auburnwa gov * 253-931-3000 May 21, 2013 Cascade Water Alliance Attn: Chuck Clarke, Chief Executive Officer- 520 1 12ih Avenue NE, Suite 400 Bellevue, Washington 98004 Re: Confirmation Notice— City of Auburn's Response to Cascade's Offer of Substitute Supoly Dear Mr. Clarke, On May 6'h, 2013 the Auburn City Council approved Resolution 4951 authorizing the City of Auburn to begin negotiations with Cascade Water Alliance in response to your February 11, 2013 offer. Enclosed please find a signed original of the C sty's confirmation notice our Public Works Director will be in touch with _ ou soon to begin discussion of the city's desires to make use. of the Substitute Supply. Suicom y, Pete Lewis Mayor Fnclosures cc- Dennis Dowdy, Director of Public Works Received MAY 2 3 201 AUBURN MORE THAN YOU IMAGINED Confirmation Notice To Be Delivered to Cascade Water Alliance 120 days From the First Meeting of Tacoma, Cascade and The Four Cities The City of Auburn ("City") confirms receipt of the letter, dated February 11, 2013, from Cascade Water Alliance ("Cascade") and Tacoma Water presenting the availability of a substitute wholesale water supply ("Substitute Supply") The City understands that the Substitute Supply is an alternative to the provisions of Section 3(a) of the 2010 Lake Tapps Area Water Resources Agreement between Cascade and the Cities of Auburn, Bonney Lake, Buckley, and Sumner(the "Four Cities Agreement") The City understands that the Substitute Supply requires the City to enter a wholesale water supply agreement with Tacoma Water to be negotiated and offered to Tacoma Water by March 1, 2018 as described in the above-referenced letter. The City understands that Cascade Water Alliance is offering to sell a System Development Charge Credit to the City on the terms and conditions stated on Exhibit 1 attached hereto, provided that by March 1, 2018 Cascade and the City need to enter an agreement to confirm the purchase and sale and Cascade's provision of a Notice of Confirmation ofSystem Development Charge ("SDC") Credit to Tacoma Water. Now, there fore, the City ofAuburn hereby confirms and agrees as follows: a) The City the elects the "Substitute Supply" opportunity described herein as an alternative that fully substitutes for section 3(a) of the Four Cities Agreement provided that the City can negotiate acceptable terms with Cascade to provide and finance the necessary water supply SDC credits. b) The City provides this Confirmation Notice with respect to the following portion of the Substitute Supply. 4 MGD wholesale supply- 4 MGD 6 MGD wholesale supply: Possible option of 3 MGD c) By selecting the "Substitute Supply" alternative, the City agrees that upon execution of a new Substitute Supply agreement with Cascade to provide SDC Credits for 4 MGD of supply, Cascade will have fully performed and satisfied all obligations to the City under 3(a) of the Four Cities agreement. d) The City agrees that section 3(a) ofthe Four Cities Agreement shall be of no further force or effect as between Cascade and the City when a new substitute supply agreement with Cascade is executed. e) The City and Cascade shall proceed with diligence to negotiate an agreement for purchase of an SDC Credit consistent with the terms outlined in Exhibit 1 (Attached). CONFIRMED, ACCEPTED AND AGREED TO BY THE CITY OF AUBURN on this 21" day of May, 2013: By F,- Pete Lewis, ayor Exhibit I TERMS FOR 4 CITIES SUBSTITUTE SUPPLY OFFER I.This offer is structured to fulfill Cascade's obligations to make available Tacoma water as described in the existing "4 Cities Agreement ". Availability of the terms of this offer is contingent upon written acceptance of the substitution of this supply offer for the commitment defined in Section 3.a of that 4 Cities Agreement specifically: a. Paragraph 3A, providing options for purchase of Cascade's contracted Tacoma supply capacity, is replaced by the substitute capacity offer defined in this proposal. b. Paragraph 3A is confirmed in writing to be fully satisfied by acceptance of this substitute capacity offer. c. Upon expiration of the substitute capacity offer on December 31, 2017, all Cascade obligations to make Tacoma water available are deemed fulfilled and terminated. d The substitute capacity offer must be accepted and executed no later than 120 days from the first meeting of Tacoma, Cascade and the Four Cities and the offer is withdrawn after expiration date. [Actual commitment to purchase water under those terms, once accepted, can occur anytime through 2017 as further delineated in section Il.c below II. Substitute Capacity Offer a. The following capacity is made available: i 9 3 mgd of average supply and a peak supply of 11.3 mgd. [This is the remaining available capacity of Cascade's purchases from Tacoma.] ii Cascade offers all capacity as firm and permanent. Cascade will be responsible for any transactions needed to convert reserve capacity to permanent capacity. iii All capacity will be offered as year-round capacity with the following structure: for each 1 mgd of year-round capacity, a peak season ratio of up to 1.33 will be available for purchase The peak annual ratio of 1.33.1.0 is based on the Tacoma capacity owned by Cascade, which originally totaled 10 mgd annual average and 13.3 mgd peak season. Cities may elect peak ratios ranging from 1.0 to 1.33, subject to total capacity limits defined in the attached table. iv. Tacoma will provide wholesale service contingent on execution of a wholesale supply agreement defining terms for service and related charges. A sample agreement form is provided b. The following price and financial terms are offered: I. Capacity will be offered at a price of 75%of the SDC($3.17 per gallon r 75%_ 2 3775 per gallon) originally paid by Cascade. This charge will apply to annual capacity and to incremental peak season capacity 1. For example, for a purchase of 1 mgd annual/ 1.3 mgd peak season, the cost will be 1 mgd ' $2 3775 million +0 3 mgd * $2 3775 million = 3,090,750. A purchase of 1 mgd annual with no peak season increment would cost$2,377,500. n. Payments for capacity purchase will be to Cascade, when the purchase involves conversion of reserve capacity,Cascade may opt to direct all or part of the payment to Tacoma. ni For each purchase, the following financing terms are available 1. Full payment of purchase price upon execution of purchase;or 2. Payment of 20%of purchase price upon execution; remainder financed on a note over 5 years at 3 3% interest with level annual payments due upon each anniversary date. Purchaser would be free to pay off note at any time. iv. Wholesale rates for service and delivery are as defined by agreement with Tacoma (see also below). c. The following schedule applies to the substitute offer. i. The substitute capacity offer must be accepted and executed no later than 120 days after the first meeting of Tacoma, Cascade and the Four Cities and the offer is withdrawn after expiration date. If not accepted during this period,then the existing terms of paragraph 3.a would remain in effect. ii. During the period from execution of this substitute offer until December 31, 2015, each City may elect to purchase its related share of capacity at any time. Shares of capacity can also be re-assigned upon notice provided to Cascade by both parties of such intent. m. Beginning January 1, 2016 and extending through December 31, 2017, any City may offer to purchase any or all capacity remaining available on a first come,first serve basis. Cascade will notify the Cities of available capacity early in 2016. iv. After December 31, 2017, no substitute supply capacity will be available. v. Participants in this substitute capacity offer are free to transfer rights to purchase to other participants, but only to other participants, provided that Cascade receives clear and binding direction to this effect from both parties III Special Situation Bonney Lake previously acquired 2 mgd of peak season (June-September) capacity, with no right of service in the off-peak period This is equivalent in quantity to 2.0 mgd peak and 0.7 mgd average annual. This leaves related off-peak capacity with no corresponding right of service in the peak period. 1 Bonney Lake is offered revision of this capacity right to 2 mgd peak together with 150 mgd annual capacity. 2 This offer to revise the capacity structure is made available for 90 days after the effective date of Bonney Lake's acceptance of the substitute capacity offer. 3 Purchase Price for this revision is the extension of existing payments by one year(to include 2019),a net cost addition of$391,222. 4 If Bonney Lake does not approve this extension prior to the expiration date, then other parties are free to acquire the related off-peak capacity as a part of a year-round capacity purchase at an incremental price of 391,222. IV. Integration of Cascade and Tacoma obligations under this substitute capacity offer: a. As defined in the revised agreement between Cascade and Tacoma, it is the intent of Cascade and Tacoma that any purchases under this offer are subject to execution of an agreement for wholesale service with Tacoma Cascade would have no ongoing role in delivering wholesale water after execution of such agreement with Tacoma b Tacoma will commit to supply water purchased under this agreement, subject to execution of a wholesale water agreement acceptable to Tacoma and generally defined in a draft wholesale agreement. i. Tacoma will work with the purchaser to establish a mutually acceptable delivery point or points,to be defined in the wholesale water agreement u No SDCs will be due to Tacoma for water capacity purchased under this agreement. iii. The purchaser will be subject to Tacoma wholesale rates. Substitute Offer of Available Tacoma Supply Capacity Total Auburn Bonney Lake Buckley Sumner Capacity 9.2 mgd 7.0 mgd 1.5 mgd 0.7 mgd 0.0 mgd Availability average/ average/ 10 0 average/2.0 average/1.33 average/0 0 Previously 13.33 mgd mgd peak mgd peak mgd peak mgd peak Requested by peak the 4 Cities Additional 0.8 mgd 0.5 mgd 0.0 mgd 0.3 mgd 0 0 mgd Capacity in average/average/0 0 average/0 0 average/0.0 average/0.0 Substitute Offer 0 00 mgd mgd peak mgd peak mgd peak. mgd peak peak Previous OJ mgd Purchases average/2.0 mgd peak 2.0 mgd peak season with no off-peak supply requires an annual average of 0.7 mgd to be delivered] Remaining 10.0 mgd 7.5 mgd 0.8 mgd 1.0 mgd 0.0 mgd Available average / average/10.0 average 10.0 average/1.33 average 0.0 capacity for 13.33 mgd mgd peak mgd peak mgd peak mgd peak Purchase peak AGREEMENT FOR THE PURCHASE AND SALE OF CREDITS RELATING TO FINITE WHOLESALE WATER SUPPLY CAPACITY THIS AGREEMENT("Agreement") is made and entered into as of this 161-`'day of 5<fkw be r 2013 ('Effective Date"), by and between the City of Auburn, Washington Auburn"), and Cascade Water Alliance, a joint municipal utilities services authority organized under Chapter 39.106 RCW("Cascade"). The City and Cascade are sometimes referred to collectively as the "Parties" and individually as a "Party." RECITALS WHEREAS, in 2005, in order to meet Cascade's immediate and long-term water supply needs, Cascade purchased from Tacoma a supply of water both permanently and for a finite period of years pursuant to an "Agreement for the Sale of Wholesale Water"; WHEREAS, on February 5, 2010, Cascade and the Cities of Bonney Lake, Buckley, Sumner and Auburn entered the 2010 Lake Tapps Area Water Resources Agreement (the "Four Cities Agreement")that provided, among other things, for Cascade to assist the four cities in meeting their projected 50-year water supply needs; WHEREAS, on December 31, 2012, Cascade and Tacoma entered the Amended and Restated Agreement for the Sale of Wholesale Water(the "Amended and Restated Agreement") that provided, among other things, for Tacoma to make available to the four cities a water supply to be purchased directly from Tacoma as a wholesale customer and to recognize credit for the System Development Charges that Cascade had previously paid to Tacoma; WHEREAS, Cascade and Tacoma sent a letter, dated February 11, 2013,to inform Auburn of the availability of the "substitute" water supply opportunity and related time limitations and procedures for acting on the opportunity ("Joint Letter"); WHEREAS, Auburn timely approved, signed, and delivered the Confirmation Notice, dated May 21, 2013, to confirm Auburn's election of the substitute supply opportunity and its desire to purchase a System Development Charge Credit from Cascade as to the 6 MGD Wholesale Water Supply ("Confirmation Notice"); WHEREAS, Cascade paid a capacity reservation fee to Tacoma that covers a portion of the System Development Charge for 6 MGD Wholesale Water Supply and Auburn will owe Tacoma the remaining balance of any System Development Charges for Auburn's desired quantity, net of the credit purchased from Cascade under this Agreement; WHEREAS, the Joint Letter and Confirmation Notice are set forth in Exhibit A hereto and are incorporated by reference in this Agreement; and WHEREAS, the Parties have addressed the purchase of credits for the permanent, or 4 MGD Wholesale Water Supply, in a separate agreement, and the Parties set forth their agreement for purchase of credits for the 6 MGD Wholesale Water Supply in this Agreement. NOW, THEREFORE, IN CONSIDERATION of the recitals stated above, which are incorporated herein, and the mutual covenants and conditions herein contained, the Parties agree as follows: AGREEMENT 1.Definitions. 6 MGD Wholesale Water Supply"means an average annual of 6 MGD wholesale water supply from Tacoma, with a Peaking Factor of 1.33, and a maximum peak day of 7.98 MGD, all as provided in the Amended and Restated Agreement. The 6 MGD Wholesale Water Supply is the Tacoma supply of water for a finite period of years. Amended and Restated Agreement"means the "Amended and Restated Agreement for the Sale of Wholesale Water" by and among Cascade and the City of Tacoma, Department of Public Utilities, Water Division, dated December 31, 2012. Confirmation Notice"means the document, dated May 21, 2013, in which Auburn confirmed its election of the substitute supply opportunity in fulfillment of Cascade's obligation in the Four Cities Agreement to assist with Auburn's projected 50-year water supply needs attached in Exhibit A). Four Cities Agreement" means the "2010 Lake Tapps Area Water Resources Agreement among the Cities of Auburn, Bonney Lake, Buckley and Sumner, and Cascade Water Alliance," dated February 5, 2010. MGD" means million gallons per day. Joint Letter" means the letter, dated February 11, 2013, from Cascade and Tacoma to Cities of Auburn, Bonney Lake, Buckley and Sumner that is attached hereto in Exhibit A. Notice of Confirmation of System Development Charge Credit" means a notice, given by Cascade to Tacoma at the request of Auburn , confirming the amount of the System Development Charge Credit(if any) to be applied to the System Development Charge otherwise due and payable by Auburn to Tacoma in connection with a wholesale water supply agreement. System Development Charge" or"SDC" means the system development charge imposed upon wholesale customers by Tacoma in its wholesale water regulations. System Development Charge Credit" means a credit to be applied in a wholesale water supply agreement against the System Development Charge otherwise due and payable by Auburn to Tacoma. The System Development Charge Credit is expressed in million gallons per day (MGD) units and in dollars. Tacoma" means the City of Tacoma, Department of Public Utilities, Water Division. Page 2 of I 1 2. Term of Agreement. This Agreement takes effect on the first date that both Parties have duly approved, signed, and delivered the Agreement to the other Party. The term of the Agreement will commence on the effective date and will end on December 31, 2029 or the date that Auburn has fully paid Cascade for the price of the System Development Charge Credit consistent with Sections 3 and 4 of this Agreement. In the event that Auburn elects not to confirm a quantity consistent with the terms of this Agreement or by notice selects a quantity of zero (0.000 MGD), then this Agreement will terminate. 3. Purchase of 6 MGD System Development Charge Credit& Price. Subject to Section 5 of this Agreement, Auburn agrees to purchase and Cascade agrees to sell a System Development Charge Credit regarding the 6 MGD Wholesale Water Supply in a maximum quantity of up to 2.763 MGD annual supply capacity (3.68 MGD peak supply capacity). Auburn shall confirm the specific quantity of the 6 MGD Wholesale Water Supply it will purchase in accordance with the procedure set forth in Section 5 below. Until Auburn confirms its System Development Charge Credit with Cascade consistent with Section 5 and enters a wholesale water supply agreement with Tacoma as set forth in the Joint Letter, Auburn will not have access to the 6 MGD Wholesale Water Supply. After Auburn has confirmed its System Development Charge Credit with Cascade consistent with Section 5 and entered a wholesale water supply agreement with Tacoma,then Auburn may begin to take delivery of wholesale water from Tacoma. In consideration for said System Development Charge Credit, Auburn will pay to Cascade a total price of$1,427,864.00, as of the date that this Agreement takes effect, for the quantity of 2.763 MGD annual supply capacity (3.68 MGD peak supply capacity). The parties agree that Auburn will pay interest at an annual rate of 3.2% on the balance due beginning in 2017 and continuing until the balance is fully paid and this Agreement terminates. Auburn will pay the total price by making an annual payment in 2017-2029 according to the annual payment schedule set forth in Section 4 below. This schedule incorporates interest at a rate of 3.2% on the balance due, beginning in 2017. Under this schedule the total of annual payments including interest is $1,977,128.00. In the event that Auburn confirms an amount less than the maximum quantity of 2.763 MGD annual supply capacity (3.68 MGD peak supply capacity), the total applicable price and payment schedule will be adjusted downward on a pro rata basis. If Auburn elects not to confirm a quantity, or by notice selects a quantity of zero (0.000 MGD),then no payment shall be due. 4.Annual Payment Schedule. Auburn will make annual installment payments to Cascade to pay for the System Development Charge Credit as to the 6 MGD Wholesale Water Supply. In the event that Auburn purchases a System Development Charge Credit in the quantity of 2.763 MGD annual supply capacity (3.68 MGD peak supply capacity),then the following payment schedule shall apply: Page 3 of I I Payment Schedule Year Amount Year Amount 2014 0 2022 45,692 2015 0 2023 45,692 2016 0 2024 45,692 2017 45,692 2025 45,692 2018 45,692 2026 45,692 2019 45,692 2027 506,736 2020 45,692 2028 506,736 2021 45,692 2029 506,736 Total 1,977,128 In the event that Auburn purchases a System Development Charge Credit in a quantity less than 2.763 MGD annual supply capacity, then the Parties shall calculate and determine the applicable total price and payment schedule and the Parties shall agree on an updated payment schedule that will be documented as Exhibit B to this Agreement. Each year the annual payment shall due and payable by Auburn to Cascade on or before June 30 of the year in which such payment is due. If full payment of any annual payment is not received by Cascade on or before the date due, such payment shall be considered past due, and the unpaid amount shall accrue interest, from the date due until the date paid, at a rate per day equal to 0.03 percent per day. Upon not less than fifteen (15) days' advance notice to Cascade, the City may in any given year prepay without penalty any one or more of the next successive annual payments. Upon such notice, Cascade will provide Auburn documentation of the amount due for such payment, and adjustments to any remaining payment schedule, net of related interest incorporated into the above payment schedule. 5. Auburn Confirmation of Purchase Quantity & Termination Right On or before June 30, 2017, Auburn shall give notice to Cascade as to the specific quantity of the System Development Charge Credit that it will purchase, up to a maximum of 2.763 MGD annual supply capacity (3.68 MGD peak supply capacity). Auburn's notice must identify and confirm one of the following three courses ofaction: Page 4 of I 1 a) Auburn confirms purchase of a System Development Charge Credit in the quantity of 2.763 MGD annual supply capacity (3.68 MGD peak supply capacity). b) Auburn confirms purchase of a System Development Charge Credit in a specific quantity less than 2.763 MGD annual supply capacity (peak supply capacity to be determined by Cascade). C) Auburn confirms that it will not purchase an SDC Credit as to the 6 MGD Wholesale Water Supply, in which event this Agreement shall terminate and,except for Section 9, be of no further force or effect. If Auburn fails to give such notice to Cascade by June 30, 2017, or by notice selects a quantity of zero (0.000 MGD), then no payment shall be due and this Agreement will terminate. In order to facilitate communications, the Parties agree to meet and confer during the month of March 2017, or before, about status of water supply planning and this Agreement. 6.Notice ofConfirmation of System Development Charge Credit. Within 30 days after Auburn gives its notice to Cascade under Section 5 of this Agreement, Cascade will send to the Tacoma Water Superintendent a Notice of Confirmation of System Development Charge Credit regarding the 6 MGD Wholesale Water Supply. Cascade will provide a copy of the Notice to Auburn when it is sent to Tacoma. 7.Terms and Conditions of 6 MGD System Development Charge Credit. Auburn acknowledges that, as stated in the Amended and Restated Agreement, Cascade has paid to Tacoma a capacity reservation fee(i.e., $1,570,074.00 per MGD) for the 6 MGD Wholesale Water Supply that Tacoma will recognize as an System Development Charge Credit if all requirements of the Amended and Restated Agreement and the Joint Letter are met. However, the capacity reservation fee paid to Tacoma by Cascade covers only a portion of the System Development Charge for the 6 MGD Wholesale Water Supply. Accordingly, Auburn specifically acknowledges and agrees that it will pay Tacoma the remaining balance of any System Development Charges owing for Auburn's desired quantity, net of the SDC Credit obtained from Cascade. Auburn specifically acknowledges and agrees that Tacoma's SDC could increase and that Auburn will bear any increase in Tacoma's SDCs that may take effect before Auburn and Tacoma enter a wholesale water supply agreement. Auburn understands that additional SDC payments to Tacoma will be required to convert the 6 MGD Wholesale Water Supply to permanent supply, in the event Auburn elects to do so pursuant to a future Aubum-Tacoma agreement. As an example calculation of Auburn's combined costs based on Tacoma's current SDC, the Parties have included an illustrative example in Exhibit C attached hereto. Exhibit C is not binding on any Party or Tacoma, and Exhibit C contains assumptions about Tacoma's SDC and interest rates in the future that may or may not turn out to be accurate. Accordingly, Cascade makes no representations or warranties about the accuracy of Exhibit C. Page 5 of I I 8. Wholesale Water Supply Purchase Negotiations with Tacoma. In order to use the System Development Charge Credit and secure a wholesale water supply from Tacoma, Auburn acknowledges that it must make an offer, complete negotiations, and enter a wholesale water supply agreement with Tacoma consistent with the Joint Letter and Confirmation Notice set forth in Exhibit A and with the Amended and Restated Agreement. Auburn acknowledges and agrees that Cascade makes no representations or warranties as to the outcome of such negotiations, the Tacoma wholesale water supply that Auburn may (or may not) be able to purchase, or otherwise. 9. Effect on Four Cities Agreement. The Parties agree that this Agreement constitutes full performance by Cascade of its obligations under Section 3(a) of the Four Cities Agreement. Accordingly, Section 3(a)ofthe Four Cities Agreement shall be of no further force or effect as between Cascade and Auburn. Other provisions of the Four Cities Agreement are unaffected by this Agreement and remain effective according to their terms. This section 9 shall survive termination of the Agreement in the event that Auburn elects not to purchase an SDC Credit. 10. Notices. All notices and payments hereunder may be delivered or mailed. If mailed, they shall be sent to the following respective addresses: Cascade Water Alliance: City ofAuburn: 520 112'' Avenue NE, Suite 400 Attn: Dennis Dowdy Bellevue, Washington 98004 25 W Main St Attn: Chief Executive Officer Auburn WA 98001 Phone: (425)453-0930 Phone: (253)931-3010 Fax: (425)425-453-0953 Fax: (253)931-3053 A Party may change its address from time to time by providing notice to the other Party. All notices and payments mailed by regular post(including first class) shall be deemed to have been given on the second business day following the date ofmailing, if properly mailed and addressed. Notices and payments sent by certified or registered mail shall be deemed to have been given on the next business day following the date of mailing, if properly mailed and addressed. For all types of mail, the postmark affixed by the United States Postal Service shall be conclusive evidence ofthe date of mailing. 11. Dispute Resolution. In the event that any dispute arises between Cascade and Auburn, the aggrieved Party shall give a notice ofthe dispute to the other Party. Cascade and Auburn shall, within five (5) days of such notice, each nominate a senior officer of its management to meet at a mutually agreed location,to attempt to resolve such dispute. The Parties shall each designate a representative(s)to confer on the best and most cost effective way to resolve the dispute. By Page 6 of I I mutual agreement, they may choose direct negotiations or mediation. If there is no agreement between the Parties on how to proceed within thirty (30) days, either Party may pursue legal action;provided, however, no Party shall be precluded from filing an appeal or action to prevent the expiration of a time period for filing or any statute of limitations. If a Party fails to perform its obligations hereunder, then it shall be in default hereunder unless the defaulting Party cures an event of default,whether monetary or non-monetary, within thirty (30) days after receiving written notice from the other Party of such default. Subject to the procedures set forth in Section 9 (Dispute Resolution), if a Party is in breach or default of its obligations arising under this Agreement, the other Party shall have and shall be entitled to exercise any and all remedies available to it at law or in equity (including the right to specifically enforce this Agreement), all of which remedies shall be cumulative. 12. Attorneys' Fees. If any Party shall be required to bring any action to enforce any provision of this Agreement, or shall be required to defend any action brought by the other Party with respect to this Agreement, and in the further event that one Party shall substantially prevail in such action, the losing Party shall, in addition to all other payments required therein,pay all ofthe prevailing Party's reasonable costs in connection with such action, including such sums as the court or courts may adjudge reasonable as attorney's fees in the trial court and in any appellate courts. 13. No Assignment. This Agreement is specific to the Parties and may not be assigned in whole or in part. 14. Non-Waiver. No delay or failure by a Party to exercise any of its rights, powers or remedies under this Agreement following any breach by another Party shall be construed to be a waiver of any such breach, or any acquiescence therein, or of or in any similar breach thereafter occurring, nor shall any waiver of any single breach be deemed a waiver of any other breach theretofore or thereafter occurring. 15. No Third Party Beneficiary. This Agreement is for the sole and exclusive benefit of the Parties and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto. 16. Integrated Agreement. This Agreement constitutes the entire agreement between the Parties with respect to the subject matter hereof and supersedes all prior or contemporaneous understandings or agreements with respect thereto; provided, however,that this Agreement shall be interpreted or construed together with the Amended and Restated Agreement, the Joint Letter, and the Confirmation Notice. No modifications or amendments ofthis Agreement shall be valid or effective unless evidenced by an agreement in writing signed by the Parties. Page 7 of 11 17. Signature in Counterparts. This Agreement may be executed in counterparts and all ofthose counterparts taken together shall constitute one and the same instrument. 18. Representations of the Parties. Each Party represents and warrants that it has duly approved, executed, and delivered this Agreement and that it has all necessary authority to enter into this Agreement and to perform its terms and obligations. Each Party represents and warrants that the approval, execution, and delivery have been duly authorized by the appropriate board or council, and no other act or proceeding on the part of any Party is necessary to authorize entry into or performance of this Agreement. IN WITNESS WHEREOF,the Parties have duly executed this Agreement as of the Effective Date. City of ubur Cascade Water Alliance: 7/ Q By: By: Chuck.Clarke Title: /°4Y ) Title: ChiefExecutive Officer Date: SEP 10 2013 Date: ATTEST City Clerk c ' APPR D AS TO FORM City A omey Page 8 of I 1 Exhibit A Joint Letter signed by Cascade and Tacoma, dated February 11, 2013, and the Confirmation Notice signed by Auburn, dated May 21, 2013.1 CASCADE T . V A l l K A l l I A ,N (- F WATER February 11, 2013 The Honorable Pete Lewis The Honorable Pat Johnson City ofAuburn City of Buckley 25 West Main Street 933 Main Street Auburn, WA 98001 Buckley, WA 98321 The Honorable Neil Johnson The Honorable Dave Enslow City of Bonney Lake City of Sumner 19306 Bonney Lake Blvd. 1104 Maple Street Bonney Lake, WA 98391 Sumner, WA 98390 Re: Cascade Water Alliance and Tacoma Water Substitute Wholesale Water Supply Availability—Time is of the Essence (Sent by Email and US Mail) Dear Mayors: As you may be aware,the Cascade Water Alliance and City of Tacoma have been in ongoing discussions about potential changes to the 2005 Water Supply Agreement. In late 2012 a new agreement was reached and signed which benefits not only Tacoma and Cascade but also the Four Cities of Auburn, Bonney Lake,Buckley and Sumner. This new agreement preserves the right of the four cities under the 2009 Cascade/Four Cities Agreement and allows a new time sensitive supply option to be jointly offered to the four cities from Cascade and Tacoma. The Cascade Water Alliance (Cascade), in cooperation with Tacoma Water, is offering the availability of a substitute wholesale water supply ("Substitute Supply") and to provide this notice of a limited period of time for your Cities to take action on this unique opportunity. Cascade and Tacoma have entered into a Restated and Amended Agreement for the Sale of Wholesale Water,which replaces the 2005 agreement between the parties for purchase and sale of wholesale water. The 2005 agreement is included as one of the "water supply assistance" measures in the 2010 Lake Tapps Area Water Resources Agreement between Cascade and your cities (the "Four Cities Agreement"). In the Restated and Amended Agreement, Cascade has agreed to relinquish its right to take delivery of the Substitute Supply. This water is now available to the Cities to purchase directly from Tacoma as a wholesale customer. Cascade has, however, previously paid capacity charges for this wholesale water supply. If your City now desires to purchase the Substitute Supply directly from Tacoma and takes action described in this letter, Cascade is willing to sell your City a credit (reflecting the amounts that Cascade has previously paid to Tacoma)that can be Joint Letter to the Four Cities February 11, 2013 Page 2 applied against System Development Charges that would otherwise be due to Tacoma ("SDC Credit"). The amount and availability of any SDC Credit will be determined by Cascade in accordance with the terns set forth in the Confirmation Notice that is attached to this letter. You must act promptly, however, in order to secure the opportunity to obtain an SDC Credit from Cascade. This letter provides Cascade's formal notice of the limited window of time for your City to act, the Confirmation Notice that you must return to Cascade to apply fora SDC Credit, and general guidance as to how Cascade and Tacoma intend to cooperate to facilitate the implementation of the Restated and Amended Agreement. Limited Time to Act You must act within 120 days from the first meeting ofTacoma, Cascade and the Four Cities to confirm your interest in this opportunity by delivering a signed "Confirmation Notice" to Cascade in the form attached to this letter. This opportunity expires at the end of 120 days. During this 120-day period, the quantity allocation among and between the Four Cities as stated in the Four Cities letter to Cascade, dated February 5, 2010, shall be recognized by Cascade and shall detennine the maximum allocation of the Substitute Supply(and the Residual Wholesale Water Supply) among the Cities (unless the Four Cities jointly agree to reallocation in accordance with the Four Cities Agreement). A City has until the expiration date to deliver an executed Confirmation Notice to Cascade. If you select this opportunity by acting within the 120 days, then you have until March 1, 2018 to purchase (or agree to purchase) an SDC Credit from Cascade. (In anticipation of the required steps with Tacoma described below, it is advisable for your City to complete the SDC purchase agreement with Cascade in advance of March 2018 to allow your City adequate time for the Tacoma steps.) If you select this opportunity by acting within the 120 days, then you will also have until March 1, 2018 to submit a Wholesale Water Agreement with Tacoma that is eligible for the SDC Credit. if you do not confirm your selection by delivering a Confirmation Notice to Cascade by the deadline, then you decline the Substitute Supply opportunity stated in this letter. in that event, you will still be able to purchase wholesale water supply (if any water supply capacity remains available) from Tacoma on terms consistent with Section 3(a) of the Four Cities Agreement. However, you will not be eligible for an SDC Credit. Next Steps with Cascade If you deliver the Confirmation Notice within the 120-day deadline stated above and select this Substitute Supply opportunity, then you will need to complete the following steps with Cascade: a) Confirmation to Cascade that your City will proceed with the Substitute Supply opportunity stated herein, and that it fully substitutes for Section 3(a) of the Four Cities Agreement which will have no further force or effect. b) Agree with Cascade for payment terms to Cascade for the SDC credit. Joust Letter to the Four Cities February 11, 2013 Page 3 c) Upon completion ofthe items in (a) and (b) above, Cascade will send Notice of Confirmation of System Development Charge Credit to Tacoma. Next Steps with Tacoma Water If you deliver the Confirmation Notice to Cascade within the deadline stated above and select this opportunity, then you would also need to complete the following steps with Tacoma in order to submit a timely offer to purchase all or a portion of the Substitute Supply. The procedures and requirements that must be followed to submit such an offer are set forth in Section 6 and Section 7 of the Restated and Amended Agreement (attached for reference). It is important to read these procedures and requirements carefully as any offer you make must be in strict compliance with these procedures and requirements. These procedures and requirements are briefly summanzed as follows: a) In order to obtain a SDC Credit, Tacoma must be in receipt of a Notice of Confirmation of System Development Charge Credit from Cascade. b) Prior to submitting your offer to purchase water from Tacoma, you must obtain Tacoma's written review and approval of the Wholesale Water Supply Agreement (including any proposed modifications thereof) pursuant to which such offer is to be made to Tacoma. c) Your offer to Tacoma must be submitted in the form of duplicate executed originals of the Wholesale Water Supply Agreement, in strict conforinity with the form of the Wholesale Water Supply Agreement approved by Tacoma. d) No later than March 1, 2018, you must deliver your offer to Tacoma, Attention: Water Superintendent, Tacoma Water, 3628 South 35th Street, Tacoma, WA 98409, and obtain Tacoma's acknowledgment ofthe time and date of Tacoma's receipt of such offer. Clarifications While we are pleased to present this opportunity to your City, we want to avoid any confusion as to what this opportunity is and is not. For avoidance of doubt, this letter does not constitute a modification or waiver of any ofthe procedures or requirements set forth in the Restated and Amended Agreement. This letter does not constitute an offer by Tacoma to sell a wholesale water supply to any person or entity. Any such sale by Tacoma is subject to and contingent upon the negotiation, execution and delivery of a mutually acceptable Wholesale Water Supply Agreement. Conclusion Cascade and Tacoma are pleased to provide the availability of Substitute Supply, and look forward to receiving your offer to purchase, should you desire to do so, in accordance with the Joint Letter to the Four Cities February 11,2013 Page 4 guidelines set forth above. We will be contacting your office within the next weck to schedule a meeting to present and discuss this opportunity. Sincerely, LV C° 4-' J 12e (ice Chuck Clarke Linda A. McCrea Chief Executive Officer Superintendent Cascade Water Alliance Tacoma Water Joint Letter to the Four Cities February 11, 2013 Page 5 Confirmation Notice To Be Delivered to Cascade Water Alliance 120 days From the First Meeting of Tacoma, Cascade and The Four Cities The City of City") confirms receipt of the letter, dated from Cascade Water Alliance ("Cascade") and Tacoma Water presenting the availability of a substitute wholesale water supply ("Substitute Supply"). The City understands that the Substitute Supply is an alternative to the provisions of Section 3(a) of the 2010 Lake Tapps Area Water Resources Agreement between Cascade and the Cities of Auburn, Bonney Lake, Buckley, and Sumner(the "Four Cities Agreement"). The City understands that the Substitute Supply requires the City to enter a wholesale water supply agreement with Tacoma Water to be negotiated and offered to Tacoma Water by March 1, 2018 as described in the above-referenced letter. The City understands that Cascade Water Alliance is offering to sell a System Development Charge Credit to the City on the terms and conditions stated on Exhibit 1 attached hereto, provided that by March 1, 2018 Cascade and the City need to enter an agreement to confirm the purchase and sale and Cascade's provision of a Notice of Confirmation of System Development Charge ("SDC") Credit to Tacoma Water. Now, therefore, the City of hereby confirms and agrees as follows: a) The City the elects the "Substitute Supply" opportunity described herein as an alternative that fully substitutes for section 3(a) of the Four Cities Agreement. b) The City provides this Confirmation Notice with respect to the following portion of the Substitute Supply 4 MGD wholesale supply: 6 MGD wholesale supply: c) By selecting the "Substitute Supply"alternative, the City agrees that Cascade has fully performed and satisfied all obligations to the City under 3(a) of the Four Cities agreement. d) The City agrees that section 3(a) ofthe Four Cities Agreement shall be of no further force or effect as between Cascade and the City. e) The City and Cascade shall proceed with diligence to negotiate an agreement for purchase of an SDC Credit consistent with the terms outlined in Exhibit 1. CONFIRMED,ACCEPTED AND AGREED TO BY THE CITY OF on this day of 2013: By Name] Mayor J CITY OF AUBURN Peter B. Lewis, Mayor WASHINGTON 25 West Main Street * Auburn WA 98001-4998 * www ouburnwa gov • 253-931-3000 May 21, 2013 Cascade Water Alliance Attn. Chuck Clarke, Chief Executive Officer 520 112'h Avenue NE, Suite 400 Bellevue, Washington 98004 Re: Confirmation Notice—City of Auburn's Response to Cascade's Offer of Substitute Supply Dear Mr. Clarke, On May 6'h, 2013 the Auburn City Council approved Resolution 4951 authorizing the City of Auburn to begin negotiations with Cascade Water Alliance in response to your February 11, 2013 offer. Enclosed please find a signed original of the C ity's confirmation notice. Our Puhlic Works Director will be in touch H ith ou soon to begin discussion of the city's desires to male use of the Substitute Supply. Sincorely, Pel , "L'W is Mayor Fnclosures cc• Dennis Dowdy, Director of Public Works Received MAY 2. 3201) AUBURN • MORE THAN YOU IMAGINED Confirmation Notice To Be Delivered to Cascade Water Alliance 120 days From the First Meeting of Tacoma, Cascade and The Four Cities The City of Auburn ("City") confirms receipt of the letter, dated February 11, 2013, from Cascade Water Alliance ("Cascade") and Tacoma Water presenting the availability ofa substitute wholesale water supply ("Substitute Supply") The City understands that the Substitute Supply is an alternative to the provisions of Section 3(a) of the 2010 Lake Tapps Area Water Resources Agreement between Cascade and the Cities of Auburn, Bonney Lake, Buckley, and Sumner(the "Four Cities Agreement"). The City understands that the Substitute Supply requires the City to enter a wholesale water supply agreement with Tacoma Water to be negotiated and offered to Tacoma Water by March 1, 2018 as described in the above-referenced letter. The City understands that Cascade Water Alliance is offering to sell a System Development Charge Credit to the City on the terms and conditions stated on Exhibit 1 attached hereto, provided that by March 1, 2018 Cascade and the City need to enter an agreement to confirm the purchase and sale and Cascade's provision of a Notice of Confirmation of System Development Charge ("SDC") Credit to Tacoma Water. Now, there fore, the City ofAuburn hereby confirms and agrees as follows. a) The City the elects the "Substitute Supply" opportunity described herein as an alternative that fully substitutes for section 3(a) of the Four Cities Agreement provided that the City can negotiate acceptable terms with Cascade to provide and finance the necessary water supply SDC credits. b) The City provides this Confirmation Notice with respect to the following portion of the Substitute Supply: 4 MGD wholesale supply: 4 MGD 6 MGD wholesale supply Possible option of 3 MGD c) By selecting the "Substitute Supply" alternative, the City agrees that upon execution of a new Substitute Supply agreement with Cascade to provide SDC Credits for 4 MGD of supply, Cascade will have fully performed and satisfied all obligations to the City under 3(a) of the Four Cities agreement. d) The City agrees that section 3(a) of the Four Cities Agreement shall be of no further force or effect as between Cascade and the City when a new substitute supply agreement with Cascade is executed. e) The City and Cascade shall proceed with diligence to negotiate an agreement for purchase of an SDC Credit consistent with the terms outlined in Exhibit 1 (Attached). CONFIRMED, ACCEPTED AND AGREED TO BY THE CITY OF AUBURN on this 2151 day of May, 2013: By: Pete Lewis, ayor Exhibit I TERMS FOR 4 CITIES SUBSTITUTE SUPPLY OFFER I.This offer is structured to fulfill Cascade's obligations to make available Tacoma water as described in the existing"4 Cities Agreement ". Availability of the terms of this offer is contingent upon written acceptance of the substitution of this supply offer for the commitment defined in Section 3.a of that 4 Cities Agreement specifically: a. Paragraph 3A, providing options for purchase of Cascade's contracted Tacoma supply capacity, is replaced by the substitute capacity offer defined in this proposal. b Paragraph 3A is confirmed in writing to be fully satisfied by acceptance of this substitute capacity offer. c. Upon expiration of the substitute capacity offer on December 31, 2017,all Cascade obligations to make Tacoma water available are deemed fulfilled and terminated. d. The substitute capacity offer must be accepted and executed no later than 120 days from the first meeting of Tacoma, Cascade and the Four Cities and the offer is withdrawn after expuration date. [Actual commitment to purchase water under those terms,once accepted, can occur anytime through 2017 as further delineated in section ll.c below.] II. Substitute Capacity Offer a. The following capacity is made available: i. 9.3 mgd of average supply and a peak supply of 11.3 mgd. [This is the remaining available capacity of Cascade's purchases from Tacoma ] ii. Cascade offers all capacity as firm and permanent. Cascade will be responsible for any transactions needed to convert reserve capacity to permanent capacity. ni. All capacity will be offered as year-round capacity with the following structure: for each 1 mgd of year-round capacity, a peak season ratio of up to 1.33 will be available for purchase. The peak:annual ratio of 1.33:1.0 is based on the Tacoma capacity owned by Cascade, which originally totaled 10 mgd annual average and 13.3 mgd peak season. Cities may elect peak ratios ranging from 1.0 to 133, subject to total capacity limits defined in the attached table. iv. Tacoma will provide wholesale service contingent on execution of a wholesale supply agreement defining terms for service and related charges. A sample agreement form is provided. b. The following price and financial terms are offered: i. Capacity will be offered at a price of 75%of the SDC($3.17 per gallon * 75%_ 2.3775 per gallon) originally paid by Cascade This charge will apply to annual capacity and to incremental peak season capacity. 1. For example, for a purchase of 1 mgd annual/1.3 mgd peak season, the cost will be 1 mgd ° $2 3775 million +0 3 mgd "$2 3775 million= 3,090,750. A purchase of 1 mgd annual with no peak season increment would cost$2,377,500. ii. Payments for capacity purchase will be to Cascade;when the purchase involves conversion of reserve capacity, Cascade may opt to direct all or part of the payment to Tacoma iii For each purchase,the following financing terms are available. 1. Full payment of purchase price upon execution of purchase; or 2. Payment of 20%of purchase price upon execution; remainder financed on a note over 5 years at 3.3% interest with level annual payments due upon each anniversary date. Purchaser would be free to pay off note at any time. iv. Wholesale rates for service and delivery are as defined by agreement with Tacoma (see also below). c. The following schedule applies to the substitute offer: i The substitute capacity offer must be accepted and executed no later than 120 days after the first meeting of Tacoma, Cascade and the Four Cities and the offer is withdrawn after expiration date. If not accepted during this period,then the existing terms of paragraph 3.a would remain in effect. ii. During the period from execution of this substitute offer until December 31, 2015, each City may elect to purchase its related share of capacity at any time. Shares of capacity can also be re-assigned upon notice provided to Cascade by both parties of such intent. iii. Beginning January 1, 2016 and extending through December 31, 2017, any City may offer to purchase any or all capacity remaining available on a first come, first serve basis. Cascade will notify the Cities of available capacity early in 2016. iv. After December 31, 2017, no substitute supply capacity will be available. v. Participants in this substitute capacity offer are free to transfer rights to purchase to other participants, but only to other participants, provided that Cascade receives clear and binding direction to this effect from both parties. III. Special Situation. Bonney Lake previously acquired 2 mgd of peak season (June-September) capacity, with no right of service in the off-peak period. This is equivalent in quantity to 2 0 mgd peak and 0.7 mgd average annual. This leaves related off-peak capacity with no corresponding right of service in the peak period. 1. Bonney Lake is offered revision of this capacity right to 2 mgd peak together with 150 mgd annual capacity. 2 This offer to revise the capacity structure is made available for 90 days after the effective date of Bonney Lake's acceptance of the substitute capacity offer. 3 Purchase Price for this revision is the extension of existing payments by one year(to include 2019), a net cost addition of$391,222. 4. If Bonney Lake does not approve this extension prior to the expiration date, then other parties are free to acquire the related off-peak capacity as a part of a year-round capacity purchase at an incremental price of 391,222. IV. Integration of Cascade and Tacoma obligations under this substitute capacity offer: a. As defined in the revised agreement between Cascade and Tacoma, it is the intent of Cascade and Tacoma that any purchases under this offer are subject to execution of an agreement for wholesale service with Tacoma Cascade would have no ongoing role in delivering wholesale water after execution of such agreement with Tacoma. b. Tacoma will commit to supply water purchased under this agreement, subject to execution of a wholesale water agreement acceptable to Tacoma and generally defined in a draft wholesale agreement. i. Tacoma will work with the purchaser to establish a mutually acceptable delivery point or points, to be defined in the wholesale water agreement. ii. No SDCs will be due to Tacoma for water capacity purchased under this agreement. iii. The purchaser will be subject to Tacoma wholesale rates. Substitute Offer of Available Tacoma Supply Capacity Total Auburn Bonney Lake Buckley Sumner Capacity 9 2 mgd 7.0 mgd 1.5 mgd 0.7 mgd 0.0 mgd Availability average/ average/10.0 average/2.0 average/1.33 average/0.0 Previously 13 33 mgd mgd peak mgd peak mgd peak mgd peak Requested by peak the 4 Cities Additional 0.8 mgd 0 5 mgd 0.0 mgd 0.3 mgd 0.0 mgd Capacity in average/average/0 0 average/0.0 average/0.0 average/0.0 Substitute Offer 0.00 mgd mgd peak mgd peak mgd peak. mgd peak peak Previous 0.7 mgd Purchases average/2 0 mgd peak 2.0 mgd peak season with no off-peak supply requires an annual average of 0.7 mgd to be delivered] Remaining 10.0 mgd 7.5 mgd 0.8 mgd 1.0 mgd 0.0 mgd Available average / average/10.0 overage/0.0 overage/1.33 average/0.0 Capacity for 13.33 mgd mgd peak mgd peak mgd peak mgd peak Purchase peak L--- Exhibit B Updated Annual Payment Schedule To be completed by the Parties in the event Auburn confirms the purchase of an SDC credit in a quantity less than 2.763 MGD annual supply capacity) Year Amount 2014 0 2015 0 2016 0 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 Total Page 10 of 1 I Exhibit C Illustrative Example of Total Auburn SDC Payments for Reserve Capacity Year Payment to Cascade Estimated Payment Total Estimated to Tacoma SDC Payment 2014 0 0 0 2015 0 0 0 2016 0 0 0 2017 45,692 234,283 279,974 2018 45,692 234,283 279,974 2019 1 45,692 234,283 279,974 2020 45,692 1,183,994 1,229,686 2021 45,692 1,183,994 1,229,686 2022 45,692 1,183,994 1,229,686 2023 45,692 1,183,994 1,229,686 2024 45,692 1,183,994 1,229,686 2025 45,692 1,183,994 1,229,686 2026 45,692 1,183,994 1,229,686 2027 506,736 0 506,736 2028 506,736 0 506,736 2029 506,736 0 506,736 Notes: 1) Estimated Payment to Tacoma is based on the following assumptions which are not assured:a)the current SDC;b)an interest rate of 3.2%,and c)a note term of 10 years structured with the first three years bearing only interest payments. Actual payments will be subject to Auburn's completion of a wholesale supply agreement with Tacoma and related terms 2) Does not include estimates of actual water rates for wholesale service from Tacoma. Page 11 of 11 RESOLUTION NO. 5 0 3 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE A LEASE AGREEMENT BETWEEN THE CITY OF AUBURN AND VALLEY COMMUNICATIONS CENTER AND RATIFYING AND CONFIRMING PRIOR ACTS WHEREAS, the City of Auburn owns real property commonly known as Water Reservoir 5 located in Auburn, Washington; and WHEREAS, the Valley Communications Center ("ValleyCom") desires to lease a portion of the existing structures located on the property for an amount that is acceptable to the City; and, WHEREAS, because of ValleyCom's operational requirements, the City administration granted them early access to the site in order to install and begin operating the communications equipment NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, KING COUNTY, WASHINGTON, HEREBY RESOLVES as follows Section 1. The Mayor is hereby authorized to execute a Lease Agreement between the City of Auburn and Valley Communications Center, which lease shall be in substantial conformity with the Lease Agreement attached hereto as Exhibit "1" and incorporated herein by this reference Section 2. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Resolution No. 5033 February 12, 2014 Page 1 of 2 Section 3. All prior acts consistent with the intent of this resolution are hereby ratified and confirmed Section 4. This resolution shall be in full force and effect upon passage and signatures hereon. Dated and Signed this day of 12014 CITY OF AUBURN NCY A KUS, MAYOR ATTEST- Da ielle E. Daskam, City Clerk APPROVED AS TO FORM: j 1(k:UA ,0 ie B Hei ; City Atto ne Resolution No 5033 February 12, 2014 Page 2 of 2 EXHIBIT 1 LEASE AGREEMENT This Lease is entered into the date fully executed by and between the City of Auburn, a Washington municipal corporation ("Landlord"), and VALLEY COMMUNICATIONS CENTER, a Washington interlocal government agency and instrumentality of its member governments ("Tenant"). RECITALS A. Landlord is owner in fee simple or benefits from easements on parcels of land located in King County, Washington, legally described on the attached Exhibit A, and commonly known as Water Reservoir 5. B. Tenant provides emergency communications and dispatch services for several municipalities and desires a nonexclusive lease for the portion of the Property described on the attached Exhibit B, for equipment installation and maintenance of a paging transmitter, antenna system, generator, and associated electronics, as described on the attached Exhibit C. C. Accordingly, the parties are entering into this Lease on the terms and conditions set forth below. AGREEMENT In consideration of their mutual covenants, the parties agree as follows: 1. PREMISES Landlord leases to Tenant a portion of certain existing structures located at 1326 57th Drive SE, Auburn, WA and described in Exhibit "A" ("Property"). The portion of the Property to be leased by Landlord to Tenant is more particularly described in Exhibit "B" ("Premises") which is attached and incorporated into this Lease. 2. CONSIDERATION i I As consideration for this Lease, Tenant shall pay to Landlord the sum of One Thousand and no Dollars ($1,000.00) per month. Leasehold Excise Tax does not apply. 3. USE Tenant shall use the Premises for a paging transmitter, antenna system, and associated electronics. A general description of the plans and specifications for equipment installation is attached as Exhibit "C" ("Improvements"). No use shall be made of Premises, or act done in or about the Premises, that is illegal, unlawful, or violates zoning codes. Tenant shall not commit, or allow to be committed upon the Premises, any waste or any public or private nuisance. Tenant will comply, at Tenant's own cost and expense, with all reasonable orders, notices, regulations or Resolution No. 5033 LEASE AGREEMENT Page 1 of 9 between City ofAuburn and Valley Communications Center) requirements of any municipality, state or other governmental authority respecting the use of the Premises. Tenant's installation, operation and maintenance of the Improvements on the Premises may not damage or interfere in any way with Landlord's or Landlord's other Tenants' use of the Property. Tenant will immediately cease, upon written notice from Landlord, all such actions that materially interfere with Landlord's use of the Property, provided however, that Tenant may then terminate the Lease. Landlord reserves the right to take any action it deems necessary in its reasonable discretion to repair, maintain, alter or improve the Premises in connection with its public service operations. Tenant requires access twenty-four (24) hours per day, seven (7) days per week, for three hundred and sixty-five (365) days per year to the leased cabinet j space in order to maintain the Public Safety critical infrastructure equipment (radio transmitter and associated equipment). Tenant access to the equipment cabinet area and antenna system (water reservoir) shall be gained by contacting the Landlord on- call water operations at 253-876-1985 or 253-876-1953. Landlord water operations staff shall meet the Tenant on site (within sixty (60) minutes of receiving the call) and grant access to the water facility 4. TERM AND TERMINATION A. The term of this Lease shall begin On the last date signed by the parties, This Lease shall continue for a period of five (5) years from the Effective Date, unless I sooner terminated as hereinafter provided. The parties may mutually agree to exercise the option to extend this lease for two (2) additional five (5) year terms by written amendment pursuant to the terms and conditions herein. I B. This Lease may be terminated by either party after a minimum 150 days' written notice of an intention to do so. By the effective date of the termination, Tenant will remove all of its equipment from the Premises at its sole expense. If Tenant does not remove its equipment from the Premises by the effective date of the termination, Tenant may not enter the Premises except upon written authorization of the Landlord, and Landlord may remove the equipment and invoice Tenant for the cost, which Tenant shall pay within thirty (30) days of receipt. S. UTILITIES Tenant shall be responsible for obtaining all required utility services at no cost to the Landlord. 6. REGULAR MAINTENANCE Tenant shall, at Tenant's sole expense, perform all reasonable maintenance of, and keep in good repair, the Improvements and equipment installed on the Premises. All RF equipment or related improvements installed shall meet or exceed manufacture specifications and FCC requirements. Resolution No. 5033 LEASE AGREEMENT Page 2 of 9 between City ofAuburn and Valley Commun/cations Center) 7. INSURANCE Tenant shall, at Tenant's expense, maintain commercial general liability insurance, written on an occurrence basis with limits no less than $1,000,000 combined single limit per occurrence, and not less than $2,000,000.00 general aggregate, for personal injury, bodily injury and property damage. All such insurance shall be issued by carriers acceptable to Landlord and shall contain a provision whereby the carrier agrees not to cancel or materially modify the insurance without thirty (30) days' prior written notice to the Landlord. Tenant shall furnish Landlord with a Certificate of Insurance, including a copy of the endorsement naming the Landlord as an additional insured. No use shall be made or permitted to be made of the Premises, which will increase the existing rate of insurance upon the Premises (without consent of Landlord and compensation for increased premiums), or cause the cancellation of any insurance policy covering the Premises, or any part thereof, nor shall Tenant sell, or permit to be kept, used or sold in or about the Premises, any article that may be prohibited by the standard form of property insurance policies. 8. CONSTRUCTION DEFECTS: The Tenant has inspected and knows the condition of the Premises, and it is understood and agreed that the Premises are leased on an "as is" basis, without any obligation on the part of the Landlord to make any changes, improvements or to incur any expenses whatsoever for the maintenance or repair of the Premises, except as required by law. If a defective condition is caused directly or indirectly by the Tenant or Tenant's guest, licensee, or any other person(s) acting with permission of or under the control or direction of Tenant, the Landlord shall have no obligation to repair that defect, and the Tenant shall immediately repair the defect at Tenant's cost. The Tenant shall have no defense against the Landlord to remedy the defective condition. This applies also where Tenant unreasonably fails to notify the Landlord of the condition or to allow Landlord access to the Premises for the purpose of repair. 9. ALTERATIONS With the exception of Improvements depicted in Exhibit C, Tenant shall not make any alterations to the Premises without obtaining the consent of Landlord in writing first, which shall not be unreasonably withheld. All alterations, additions and improvements that are made by Tenant shall be at the sole cost and expense of Tenant. If the Tenant performs work with the consent of the Landlord, Tenant agrees to comply with all laws, ordinances, rules, regulations of the appropriate governing authority. Radio system equipment installed by Tenant will not be considered an improvement or alteration. 10. INDEMNIFICATION/HOLD HARMLESS Landlord and Tenant shall each defend, indemnify and hold the other, and their Resolution No. 5033 LEASE AGREEMENT Page 3 of 9 between City ofAuburn and Valley Communications Center) respective officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Lease, except for injuries and damages caused by the negligence or willful misconduct of the other. Landlord will not be liable to Tenant for damage to its equipment or property from any cause except to the extent damage is caused by Landlord's negligence or willful misconduct. Landlord will not be liable to Tenant for any interruption of utility services or theft of equipment. 11. LIENS Tenant shall keep the leased Premises free from any mechanic, labor or material man liens arising out of any work performed, materials furnished, or obligations incurred by Tenant or Tenant's agents, contractors, or subtenant, in connection with work of any character performed or claimed to have been performed on the Premises or Improvements by or at the direction of Tenant; provided, however, that Tenant shall have the right to contest the validity or amount of any such lien or claimed lien. In the event of such contest, Tenant shall give to Landlord reasonable security as may be demanded by Landlord to ensure payment thereof and prevent any sale, foreclosure or forfeiture of the Premises or Improvements by reason of non-payment. Tenant will immediately pay a judgment rendered with all proper costs and charges and shall have such liens released or judgment satisfied at Tenant's own expense. j i 12. ASSIGNMENT Tenant shall not assign or transfer this Lease or any interest therein. without the prior written consent of Landlord. Tenant shall not sublet the whole or any part of the Premises without the prior written consent of Landlord. This Lease or any interest therein shall not be assignable by operation of law or by any process or proceeding of any court or otherwise, without the prior written consent of Landlord. 13. CACESS A. Right of Entry. Landlord will allow Tenant access to the Premises upon signature by the authorized officers of each Party, notwithstanding further ratification of this Lease by the governing bodies of each Party. B. Tenant will allow Landlord or Landlord's agents free access at all reasonable times to the Premises for the purposes of inspection, provided that Landlord shall not interfere unduly with Tenant's operations. This right shall not be construed as an agreement on the part of the Landlord to inspect to ascertain the condition of the Premises, or to make repairs, additions, or alterations. 14. DAMAGE OR DESTRUCTION. REPAIR OR REPLACEMENT In the event the Premises is damaged to such extent as to render the Premises untenable in whole or in a substantial part thereof, or is destroyed, the Tenant shall give Landlord or Landlord's agent immediate written notice thereof, and, it shall be optional with the Landlord to repair or rebuild the same. Landlord shall have not more than fifteen (15) days after date of such notification to notify the Tenant in Resolution No. 5033 LEASE AGREEMENT Page 4 of 9 between City ofAuburn and Valley Communications Center) writing of Landlord's intentions to repair or rebuild the Premises, or the part damaged. If Landlord elects to repair or rebuild the Premises, Landlord shall prosecute the work of repairing or rebuilding without unnecessary delay. If Landlord elects not to repair or rebuild the Premises this Lease shall be terminated immediately and Landlord shall not be obligated to provide Tenant another facility to lease. Any unused portion of Rent paid by Tenant in advance shall be prorated and returned to Tenant within thirty 30) days of termination under section 16. In the event Landlord requires relocation of tenant equipment, tenant shall be given 60 days notice to relocate equipment at tenants expense. 15. CONDEMNATION. A. Landlord and Tenant will give to the other immediate written notice of the receipt of notice of any proceedings with respect to a condemnation and of any intention of any authority to exercise the power of eminent domain. B. If all of the Premises are taken by any lawful authority under the power of eminent domain for a period which will end on or extend beyond the expiration of the term of this Lease, this Lease terminates as of the date the condemning authority takes possession, and Tenant will have no claim or interest in or to any award of just compensation except that the Tenant will be entitled to any amount equal to the fair market value of the Tenant's leasehold interest in any improvement taken by the condemning authority made to the Premises by the Tenant, but not to exceed the amount of that part, if any, of the award attributable to the value of the improvements. C. If part of the Premises are taken by any lawful authority under the power of eminent domain for a period which will end on or extend beyond the expiration of the term of this Lease, Landlord or Tenant may choose to terminate the Lease, the Rent will be reduced in the same proportion that the value of the portion of the Premises to be taken bears to the value of the entire Premises as of the date the condemning authority takes possession. Tenant will have no claims or interest in or to any award of just compensation or damages except that the Tenant will be entitled to an amount equal to the fair market value of the Tenant's leasehold interest in the part taken by the condemning authority of any improvements made to the Premises by the Tenant, but not exceed the amount of that part, if any, of the award attributable to the value of the improvements. D. If temporary use of all or a portion of the Premises is taken by any lawful authority for a period, which would reduce the leasehold and consequently, would cause the Premises to be untenable for the Use by Tenant for the purposes set forth in Section 2 of this Lease titled "Use," at Tenant's determination, then Landlord or Tenant may choose to terminate this Lease. If Landlord or Tenant elect to terminate this Lease, the Lease will terminate the date the condemning authority takes possession and Tenant will have no claim or interest in or to any award of just compensation except that the Tenant will be entitled to an amount equal to the fair market value of the Tenant's leasehold interest in any improvements made to the Premises by the Tenant. Any unused portion of Rent paid by Tenant in advance shall be prorated and returned to Tenant within thirty (30) days of termination under section 17. If neither Landlord or Tenant elects to terminate this Lease, the Lease will Resolution No. 5033 LEASE AGREEMENT Page 5 of 9 between City ofAuburn and Valley Communications Center) continue in full force and Tenant will be entitled to receive any award from the condemning authority for the use of all or part of the Premises, EXCEPT that Tenant may elect to have the Rent reduced by the amount proportionally attributable to any partial temporary taking, in which event the Tenant shall not be entitled to any portion of the award attributable to said use. E. It is understood and agreed that Tenant shall not be party to any negotiation or proceedings at law wherein Landlord claims compensation other than that which is defined statutorily as constituting "just compensation." 16. NOTICES All notices to be given by the parties hereto shall be in writing and may either be served personally or may be deposited in the United States Mail, postage prepaid, by either registered mail or by regular mail with certificate of mailing obtained. Notices shall be mailed to the addresses below, or a later changed addressed provided in writing to the party: LANDLORD: City of Auburn Attn: Facilities Manager 25 West Main Street Auburn, WA 98001-4998 TENANT: I Valley Communications Center Attn: Technical Services Manager 27519 - 108th Avenue Southeast Kent, WA 98030 i ii I 17. DEFAULT If Tenant shall violate, default or not comply with any of the material covenants, agreements or provisions of this Lease, Landlord will give Tenant sixty 60) days' written notice to cure such default. If Tenant does not cure the default within that sixty (60) day period, then Landlord may cancel this Lease by giving sixty 60) days' written notice of cancellation. 18. NON-WAIVER The failure of the Landlord to insist upon strict performance of any of the covenants and agreements of this Lease, or to exercise any option herein conferred in any one or more instances, shall not be construed to be a waiver or relinquishment of any such, or any other covenant or agreements, but the same shall be and remain in full force and effect. 19. SEVERABILITY Resolution No. 5033 LEASE AGREEMENT Page 6 of 9 between City ofAuburn and Valley Communications Center) If any term or provision of this Lease or the application of any term or provision to any person or circumstance is invalid or unenforceable, the remainder of this Lease, or the application of the term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected and will continue in full force. 20. COSTS AND ATTORNEYS FEES In any claim or lawsuit for damages arising from the parties' performance of this Lease, each party shall pay all its legal costs and attorney's fees incurred in defending or bringing such claim or lawsuit, including all appeals, in addition to any other recovery or award provided by law; provided, however, nothing in this paragraph shall be construed to limit either party's right to indemnification under Section 9 of this Lease. 21. VENUE AND JURISDICTION i This Lease shall be construed in accord with the Laws of the State of Washington. Venue and jurisdiction for the resolution of disputes shall be in the Superior Court for King County, Washington. i 22. HEIRS AND SUCCESSORS Subject to the provision pertaining to assignment and subletting, the covenants and agreements of this Lease shall be binding upon the heirs, legal representatives, successors and assigns of any or all of the parties. 23. HOLDOVER i If the Tenant shall, without the written consent of Landlord, holdover after the expiration of the term of this Lease, that tenancy shall be deemed a month to month tenancy, terminable as provided by the laws of the State of Washington. During any holdover tenancy, Landlord and Tenant will be bound by all of the terms, covenants, and conditions of this Lease. 24, CAPTIONS AND CONSTRUCTION i The captions in this Lease are for the convenience of the reader and are not to be considered in the interpretation of its terms. 25. ENTIRE AGREEMENT AND EFFECTIVE DATE This Lease contains the entire agreement between the parties and, in executing it, Landlord and Tenant do not rely upon any statement, promise, or representation, whether oral or written, not expressed herein. No subsequent agreement may modify this Lease unless it is in writing and signed by the parties or their authorized agents. This Agreement shall be effective upon the last day executed ("Effective Date"). 26. WARRANT OF AUTHORITY TO EXECUTE Resolution No. 5033 LEASE AGREEMENT Page 7 of 9 between City ofAuburn and Valley Communications Center) i Each person executing this Lease warrants that he/she has the requisite authority to bind the party for whom that person is executing. IN WITNESS, this Lease is executed and shall become effective as of the last date signed below. The foregoing conditions are mutually agreed to by the Landlord and the Tenant. TENANT: LANDLORD: VALLEY COMMUNICATIONS CENTER CITY OF AUBURN L it-2ae C"/ I C1X Print Name: 4-, UG'L.A u'D by:N c ackus Its: &;q=-CU;W4 " Its:Ma o Dater z9//M Date: /— / i I I I i I I j I Resolution No. 5033 LEASE AGREEMENT Page 8 of 9 between City ofAuburn and Valley Communications Center) STATE OF WASHINGTON ss. COUNTY OF KING On this day of 2013, before me a Notary Public in and for the State of Washington, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument and acknowledged it to be his/her free and voluntary act and deed for the uses and purposes mentioned in this instrument. Notary Seal Must Appear Within This Box- IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington, residing at My appointment expires STATE OF WASHINGTON ss. COUNTY OF KING On this day of 2013, before me a Notary Public in and for the State of Washington, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be j the person who executed this instrument and acknowledged it to be his/her free and voluntary act and deed for the uses and purposes mentioned in this instrument. Notary Seal Must Appear Within This Box- j IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington, residing at My appointment expires I Resolution No. 5033 LEASE AGREEMENT Page 9 of 9 between City ofAuburn and Valley Communications Center) 57TH PL SE I 41704006 4137 140070 I 1413704011 r - I 3121059047 RESERVOIR I BOOSTER 5 PUMP STATION_ O i i EXHIBIT A RESERVOIR #5 PARCELS SCALE: 1 " = 30' Z I i rvo-u w i 413704-0080 S Antenna I i n RESERVOIR Tm413704-0070 it Generafor w/tank 5 CZ 5'x5' pad/radio O cabinet 17 704-0170 4131 j l LEE I 312105-,04 BOOSTER PUMP STATION 413704-0060 D 41. i EXHIBIT B EQUIPMENT LAYOUT SCALE: 1" = 20' VaATINI eRy A NATIONALLY ACCREDITED COMMUNICATIONS CENTERCOMMUNIC EXHIBIT C VALLEY COMMUNICATIONS CENTER EQUIPMENT VHF Paging Equipment: The equipment will be installed in an outdoor cabinet secured to a 5' x 5' cement pad and located next to the existing radio equipment per Exhibit B. The outdoor cabinet measures 30"W x 30"D x 84"H. See Spec sheet below for more details. VHF Antenna: The Antenna will be of a similar style to a Sinclair SD212 and will be mounted on the outside tank railing per Exhibit B. 7/8" coaxial cable will be connected to the antenna and routed along the tank railing and down the side of the tank utilizing the existing cable tray and connected to the paging equipment. See antenna Spec sheet below for more details. Generator and Tank: The EATON EGENXI7 17KW generator and tank will be mounted on a 5'x 10' cement pad with an auto transfer switch. The generator fuel source will be either Diesel or Propane. The generator type and configuration may change depending on permitting. See Generator Spec sheet below for more details. Utilities: T1 circuit will be installed in the existing outdoor enclosure that is mounted on the tank. The existing breaker panel in the same outdoor enclosure will be upgraded to accommodate two 120vac 20 amp circuits. Separate conduit will be installed between the enclosure and paging cabinet. PHONE 253.372 1300 • FAX 253 372 1305 • WWW VALLEYCOM ORG 27519 108TH AVE SE KENT,WA 98030 S ' -0 C Antennas Superior then, Superior now. Low Band, Aviation, and VHF Antennas A Norsat Company ® Norrssat SD212 Series SD212-SF2P4SNM(D00) 2 dipole, 5.5 dBd, offset, 138-174 MHz Covers the entire 138-174 MHz frequency range 5.5 dBd gain with offset pattern 300 Watt power handling Can be top or side mounted(Universal mount) Recommend SMK-125-A3 or SMK-125-A7 for Offset Side Mount. Available from Sinclair separately. The SD212 series is a 2-bay exposed dipole antenna designed for applications where moderate gain is required. These premium-quality antennas are well suited to public safety applications. The design of these antennas provides for coverage from 118 to 225 MHz in 3 sub bands, 118-138 MHz for civil aviation applications, 138-174 MHz for private mobile networks, and public safety, and 220-225 MHz for transportation networks. The standard connector offered is N male which is terminated on a 1 foot cable. O LlG V V C Region United States Europe,Middle East and Africa Caribbean and Latin America Canada and rest of the world Telephone USA 1 800 263 3275 International-+44(0)1487 84 28 19 International+1 905 726 7676 Canada:1 800 263 3275 International +1 905 727 0165 E-mail salesusa@slnctech com salesuk@slnctech com salesla@sinctech com salescan@smctech.com Product Spengcatan Sheet SD212,SP2P4SNM(D00) Issue 7 Dated 27-02-12 EPR 016861 Dated 08-08-11 CustomerTech Manual 005130 Sinclair s commitment to product leadership may result in improvement or change to this product Copynght©Sinclair TeMoologies Page 112 IS ' 1 C Antennas Superior then, Superior now. Low Band, Aviation, and VHF Antennas A Norsat Company W I Norsat SD212 Series Electrical Specifications Notes Frequency Range MHz 138 to 174 ' 1 0 5"radial Ice Bandwidth MHz 3fi w 2 Value based on 100 mph with 0"Ice Connector N-Male _ 3 Value based on 100 mph with 0'Ice 4 Value based on 100 mph with On IceGam(M!9m 1)____-.... dBt) 55(7.6) _ Input VSWR(max)1 5'1 5 Value based on 100 mph with 0'Ice Polarization vertical Impedance _._.._ D 50 Pattern Offset Horizontal beamwidth(typ) degrees._, mM _ 210 Vertical beamwidth(typ)______._ degrees 34 Average Power Input(max).._ W 300 Lightningprotection DC ground Electrical tilt(available)_,.,_____ or 10 degrees Ordering Information Clamps must be ordered separately Mechanical Specifications- _ Depth in(mm) 2.5(64_ Length/Height In(mm) 120(3048) Width in Base pip AsTater in(mm) Base pipe mourtmg length In(mm) 36(914) Radiating element material _ aluminum Base pipe material aluminum_ Weight lbs(kg)._ 20(9.08) i Weight iced Ibs(kg) 46(2088) Mou tm Hardware 0 honal Clam 005,Clam 015,or Clam 130 Actual Shipping weight Ibs(kg)._ 34(15.44) Shi In dimensions in mm 124x26x6 3150x660x152 rt - \ Mount configurations Universal Mount Recommended For Offset Side Mount SMK-125-A3 or SMK-125-A7 t > Environmental Specifications BI-directional Temperature range F(°C) 40 to+140(_40 to+60) offsetH-Pitane(Azmuth) O Wind Loading Area(Flat Plate Equivalent) 1t°(m')_-_-__--183183(0 17) j Wind Loading Area(1/2"ice) ft'(m') 3.25.(0.3) C.: Rated wind velocity(no ice) mph(km/h) 145(233) U Rated wind velocity_(il2"radial Ice) mph(km/h) 110(177) Q) Lateral thrust(100 mph,*0ce)Ibs(N) 68(3025)_ _. 2 Torsional moment(100 mph No ice)-- ft-Ibs(Nni 34(45 9) 3VBendingmoment(100 mph No Ice)-- ft ibs(Nm) 218(294 3) 4 N Tip deflection(100 mph No Ice) degrees. ._ ._0 88_ 5 Region United States Europe,Middle East and Africa Caribbean and Latin America Canada and rest of the world Telephone USA:1 800 263 3275 International++44(0)1487 84 28 19 International+1 905 726 7676 Canada 1 800 263 InternationaP+1 905 7277 010165 E-mail salesusa @smctech.com salesuk@smctech.com saiesla @sinctech com salescan@smctech.com Product Specification Sheet SD212-SF2P4SNM(D00) Issue 7 Dated 27-02-12 EPR 016861 Dated 08-08-11 Customer Tech Manual 005130 Sinclair s commitment to product leadership may result in improvement or change to this product Copyright @Sinclair Technologies Page 2/2 EGEN17 Technical Data TDO0405003E Effective August 2009 EGEN17A Standby Generators Air Cooled 171(W Gas Engine Generator Sets Continuous Standby Power Rating: EGLN17 (Steel)- 17 W 60Tz 4 EGEN17A Aluminum)- 17 <W 60Hz Wo500 u, Features: Benefits: True PowerO Electrical Technology Total commitment to component testing, Two Line LCD Digital Controller reliability, environmental,destruction and life, plus testing to applicable CSA, NEMA, EGSA, Electronic Governor and other standards External Main Circuit Breaker, True PowerO Electrical Technology Superior System Status& Maintenance Interval LED's harmonics and sine wave form produce less and GFCI Duplex Outlet than 6%Total Harmonic Distortion for utility Flexible Fuel Line Connector quality power This allows confident operation of sensitive electronic equipment and micro-chipCompositeMountingPadbasedappliances, such as variable speed HVAC. Natural Gas or LP Gas Operation Test Criteria ILL 2200 Listed Prototype Tested Nema Mgt-22 Evaluation System Torsional Tested Motor Starting Ability Solid-state, frequency compensated voltage regulation This state-of-the-art power maximizing regulation system is standard on all Eaton models. It provides optimized fast response to changing load conditions and maxi- mum motor starting capability by electronically torque-matching the surge loads to the engine Single source service response from the industry's best dealer network provides parts and service know-how for the entire unit IFM,T•N Technical Data TDO0405003E Standby Generators Effective August 2009 Table 1. Features Features Benefits Engine OHVI Design Maximizes engine"breathing' for increased fuel efficiency Plateau honed cylinder walls and plasma holy Spinylak"cast iron cylinder walls rings help engine run cooler,reducing oil consumption Because heat is the primary cause of engine wear, Electronic ignition/spark advance the OHVI has a significantly longer life than competitive engines Full pressure lubrication system • Rigid construction and added durability provide long engine life Low ad pressure shutdown system • These featurescombine to assure smooth,quick starting every time High temperature shutdown Superior lubrication to all vital bearings means better performance,less maintenance and significantly longer engine life Now featuring a 2 year/200 hour oil change interval Superior shutdown protection prevents catastrophic engine damage due to low ail Prevents damage due to overheating Generator Revaluing held Allows for smaller,light weight unit that operates 25%more efficiently than a revolving annulate Skewed stator generator Displaced phase excitation Produces a smooth output waveform for compatibility with electronic equipment Automatic voltage regulation Maximizes motor starting capability UL 2200 Listed Regulates the output voltage to n2%prevents damaging voltage spikes For your safety Transfer Switch I Sold Separately Controls Manual/Auto/Off swath Selects the operating made Utility voltage sensing Constantly monitors utility voltage,captions 65%dropout,75%pick-up,of standard voltage Utility intevupt delay Prevents nuaaere startups of the engine,adjustable 10-30 seconds Engne warm-up Ensures engine is ready to assurne the load,setpmm approximately 10 seconds Engine cool down Allows engine to cool prior to shutdown,setpmm approximately 1 minute Seven day exemiser Operates engine to prevent oil seal drying and damage between power outages Timed Tackle Batterycharger Maintains battery charge level to insure starting Main Line Circuit Breaker Protects generator from overload Electronic governor Maintains constant 60 He frequency Unit Weather protective enclosure Ensures protection against mother nature Hinged key lacking roof panel for security Littout front for easy Enclosed critical grade muffler access to all routine maintenance items Electrostatically applied textured epoxy paint for added durability EGEN I 7 has aluminum enclosure Small,compact,attractive Quiet,critical grade muffler is mounted inside the unit to prevent injures Makes for an easy,eye appealing installation Installation System 1'Flexible Fuel Line Connector • Easy Installation Composite Mounting Pad 2 EATON CORPORATION www.eaton.com Standby Generators Technical Data TDO0405003E Effective August 2009 Table 2. Specifications Generator EGEN17 EGENI7A Rated Maximum Continuous Power Capacity(LP) 17,000 Wars' Rated Maximum Continuous Power Capacity(NG) 16,000 Watts' Rated Voltage 120/240 Hated Maximum Continuous Load Current 240 Volts 70 8 LP/66 6 NG Total Harmonic Distortion Less than 5% Main Line Circuit Breaker 65 Amp Phase 1 Number of Rotor Poles 2 Rated AC Frequency 60H1 Power Factor 1 Battery Requirement(not included) Group 26R,12 Volts&525 Caldcrankmg Amps Min Unit Weight 455 Pounds 421 Pounds Dimensions(L"x W"x H") 48 x 25 x 29 Sound output in li at 23 H. with generator operating at normal load 66 Sound amput in it at 23 ft.with generator in Quiet-Tesir"low speed exercise mode 60 Engine Type of Engine OHVI V.1WIN Number of Cylinders 2 Rated Horsepower 32®3,600 rpm Displacement 992cc Cylinder Black Aluminum w/Cast Iron Slv Valve Arrangement Overhead Valve Ignition System Solid state w/Magnate Governor System Electronic Compression Ratio 951 Starter 12 Vdc Oil Capacity Including Filter Approx 19 Bus Operating RPM 3,600 Fuel Consumption Natural Gas cu.@/hr.112 Load/Full Load 183/261 Liquid Propane H3/hr(gal/hr):1/2 Load/Full Load 59 11 61)/94(2 57) Required fuel pressure to generator fuel mlm at all load ranges 5 to 7 inches of water column for natural gas,10 to 12 inches of water column for LP gas Controls 24ine Plain Text LCD Display Simple user warfare for ease of operation Mode Switch Auto Automatic Start on Utility failure 7dayexerciser 0tt Stops unit Power is removed Control and charger sell operate Manual/Test(start) Start with starter control,unit stays on If utility fails,transfer to load takes place Engine Stan Sequence Cyclic cranking 16 sec on,7 rest(90 sec maximum duration) Engine Warm-up 10 seconds Engine Cool-Down I minute Stoner Lock-out Starter cannot re-engage until 5 sec after engine has stopped 2.5 Amp Timed Trickle Battery Charger Standard Automatic Voltage Regulator w/Overvoltage Protection Standard Automatic Low Oil Pressure Shutdown Standard Overspend Shutdown Standard/12111 Overcrank Protection Standard Safety Fuse Standard All ratings in accordance with BS5514,IS03046 and OIN6271 'Maximum wattage&current are subject to&Innned by such factors as fuel Btu content,entrant temperature,altitude,engine power&condition,etc Maximum power decreases about 3 5 percent for each 1,000 feet above sea level,and also will decrease about 1 percent for each 12°C(10°F)above 15 5o C(601 EATON CORPORATION wvnv eaten coot 3 Technical Data TDO0405003E Standby Generators Effective August 2009 637.6 1218 25.1) 47.9) 0 731.9 28.8) O 0 O O 642 76 2 13.01 t 25.3) Pea Gravel J 1226 Minimum 48.3) Left Side View Front View Figure 1.Air Cooled Generator 17kW Design and specifications subject to change without notice Dimensions shown are approximate Contact your Eaton Salesperson for certified drawings Do not use these dimensions for Installation purposes Eaton Corporation Eloctncxl Sector 1000 Chemrgron Parkway MoonTownship,PA 15108 United States Bri CARE 1877-3862P3) Eaton com 2009 Eaton Corporanon All Ii Reserved Printed in USA F IT• PubLcauon Ilo TDO0405003E All other trademarks are property of their August 2009 respective owners, FlexSur& Power and Equipment Enclosure Solutions 3 Purcell Systems' Flexible EncloSure (FlexSurel) solution architecture t allows the rapid creation and growth of virtually any outdoor cabinet configuration by leveraging pre-engineered common interchangeable components. The FlexSure® series is available in 12, 16, 20, 25, and 36 RU equipment bay options. The Purcell Advantage 1 FlexSure6 enclosures are UL 508 Listed, and certified by independent Purcell Systems designs and manufactures thermally-managed third-party Nationally Recognized Testing Laboratories to Telcordia outdoor enclosures that meet GR-487 A wide range of thermal management system technologies the exact needs of the enclosed and capacities ensures that the equipment you deploy in the cabinet equipment for network operators and utilities.Our enclosures provide will operate within its design parameters with the highest reliability comparable solutions to prefabricated and lowest Total Cost of Ownership. Options include battery backup, buildings,containers and shelters at AC/DC power termination and distribution, cross connect and line a fraction of the cost. Both standard and custom enclosures are delivered protection, equipment and enclosure mounting features. with the following capabilities: Applications Choice of Options:Pre-engineered and interchangeable modules provide Provides a secure, thermally-controlled environment for any electronic optimal configurations with minimal equipment supporting a wide-range of Cable/MSO, Energy/Utility, cost and lead time. Land Mobile Radio, Transportation, U.S. Government/Military, and Thermal Management:The Wireless and Wireline Telecommunication applications. industry's widest selection of heating and cooling systems ensures the most efficient thermal management Product Features:solution with the lowest energy Telcordia GR-487 certified, UL508 Listed consumption. Highly flexible and scalable Lowest Total cost of Ownership: Energy efficient advanced thermal solutions Engineering analysis and modeling Field upgradeable ensures your enclosure configuration minimizes installation,maintenance, AC and DC power options repair,capital,and operational Pad, pole, wall, H-frame mounting options expenses Equipment Integration and Staging: Electronic equipment can be staged and installed in our enclosures prior to final deployment and installation. Fanatical Service®:A national service organization with 24/7/365 access means procurement, installation, support,and warranty requests are addressed immediately. SYSTEMS FlexSureO M020o3, 1fP—.ans'i5n 67597(nus-, Thermal Management Systems ExtenoaDimensions r Back Umts Side Chamber Opllons, 30"W x 30"D x 74"H 71-7—t Y No battery pedestal 762mm x 762mm x 1880mm 2K BTU7565W,;4IX Stun 172W.6K BTU%1158th 1 14"battery pedestal 30"W x 3o"D z 84'H 36RU 10"W 39W!'C 1l70th/`C 99WfG '•.with 500W :- with 150OW with 1500W''762mm x 762mm x 2134mm 16"W 741W 1,1330W" 1881W heater; 16"battery pedestal 30"W x 30"D x 86 heater*, heater.111111 -• n'•.. H i r• - '. • --_ r 762mm x 762mm x 2184mm Specifications EXTERIOR Side Chamber OtherOptioris, Construction Side chambers:One or bvo,10".or 16"depth 6 ConvenienceOutlets:15 or20A.,GFCI or Frame:0.090"Corrosion resistant aluminum, _ •19"or 23"Equipment rails standard : r dual wall construction Mounting Options Bonding and Grounding:Isolated or integratedIFimshUltra-light gray.polyester powder coat '. •Anchor plate kit for concrete pad mounting_ up to 10 positions , Weight(Base Configuration) 375 Ibs Pole mount kit(up to 25 RU models) Alarm Blocks.Up to 20 positions(includes Door/Side/%p Panels'•' Plinth:4"Height;standard footprint intrusion and thermal alarms) Doors:Front and rear doors,left or right open, •Corrosion inhibiting pad gasket Accessories:Documenl holder,service light, front and rear hatches INTERIORT i x -1• )laptop UayY Door Handles.Pad-lockable EquipmentMounting' OTHER,''r5 r,,.,:;" .'•'Z- ,. Door Hinges.Hidden hinges.v !19"or 23"Equipment rails.Configurable loca:r Agence Compliance_• ,:.,. Side Panels:Removable far field expandabilily for .tions front-tit-back Telcordia GR-'487 issue 27 extra bays and side chambeIS Second set,of 19"or 23"rails bphohal "1•UL Listed—UL508A Cable Entry •• •• . . =AC Power Termination andAistiitiutien'-. `,'!NEMA 3R'......, T,'. " • „ ;, - , Ingress/Egress'Knockoutson bottom/rear/side L'oadCenterLocations:lnternaltosidechamber, Edaironme`ntali•?> Protection PlastiGrubber glands: = or internal to equipmenl bay IP Protection:IP 54 , Battery Pedestal 8-12 Position internal load centers ' " Maximum'earthquake risk Zone-4(as per-Telcor, Ventilated compartment Up to 100 Amp main breaker ' dia GR-63) 14"or 16"Heighl:Supports up to 190 Ahr 48 •Surge Protection Device(SPD) Wairanty Voll batteries Generator Inlet 30/60/100 Amp 5 Years on enclosure,1 year on thermal system Bader Heater Mat:Up to 280 Watts DC PowenSystems and Distribution COmpatiblewithpad,pole,orwallmounP . . '- !Mulliplesuppliers and'configurations available t CAS—:- E= 16125 East Euclid Avenue FLX36-3030 20 12-1 1-08 Spokane, Washington 99216 02012 Purcell Systems,Inc.All Rights Reserved 509.755.0341 Patents Pending Due to continual product enhancements. SYSTEMS www.purcellsystems.com specifications may change without notice RESOLUTION NO. 5 1 5 3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE THE INTERLOCAL AGREEMENT BETWEEN THE CITY OF AUBURN AND THE MUCKLESHOOT INDIAN TRIBE FOR THE ALLOTMENT M-TWO SUBDIVISION AND CASINO PREMISES UTILITY ISOLATION WHEREAS, the City of Auburn and the Muckleshoot Indian tribe (MIT) have worked together to provide utility services for those portions of the Muckleshoot Reservation property located within the City, having heretofore entered into master development agreements and utility easement agreements; and WHEREAS, MIT desires to develop a certain portion of its property for a residential subdivision and wishes to utilize a portion of City property for access and storm drainage utilities for the MIT Allotment M2 Subdivision; and WHEREAS, the City of Auburn desires to complete premise isolation improvements at the MIT Casino Property for the protection of the City's potable water system; and WHEREAS, the City of Auburn and MIT have negotiated terms and conditions of an interlocal agreement with respect to the exchange of property rights and the completion of improvements by both parties to the benefit of both the City and MIT, which terms and conditions are acceptable to both parties. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. That the Mayor is hereby authorized to execute an Interlocal Agreement between the City and the Muckleshoot Indian Tribe for the Allotment M-2 Resolution No. 5153 June 16, 2015 Page 1 of 1 Subdivision and Casino Premises Utility Isolation which agreement shall be in substantial conformity with the agreement attached hereto as Exhibit 1 and incorporated herein by this reference. Section 2. That the Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Section 3. That this Resolution shall take effect and be in full force upon passage and signatures hereon. o Dated and Signed this day of 2015. CITY OF AUBURN wa'" ?)("t 14ANCY b6S, MAYOR ATTEST: 4L4 W& Danielle E. Daskam, City Clerk APPROVAS O M: Daniel Bttor Resolution No. 5153 June 16, 2015 Page 2 of 2 CITY OF AUBURN—MUCKLESHOOT INDIAN TRIBE INTERLOCAL AGREEMENT FOR THE ALLOTMENT M-2 SUBDIVISION AND CASINO PREMISES UTILITY ISOLATION THIS INTERLOCAL AGREEMENT made and entered into, pursuant to the Interlocal Cooperation Act, Chapter 39.34 of the Revised Code of ashington, The Constitution of the Muckleshoot Tribe of Indians, and 25 U.S.C. § 81, on the 1 7ay of (Al 2015, by and between the CITY OF AUBURN, a municipal corporation of the StAd of Washington (the City"), and the Muckleshoot Indian Tribe, a sovereign jurisdiction located within the State of Washington("MIT"), (together,the"Parties") RECITALS: 1. MIT intends to develop a portion of parcel of property which is identified as King County Tax Parcel Number 2021059001, such Real Property as legally described on Exhibit A, located on the northeast corner of R Street SE and Old Howard Road (the "Parcel") within the boundaries of the MIT reservation boundary and known as the Parcel B Allotment M-2; and specifically, the MIT is developing the southwest corner of the Parcel B Allotment M-2 with a residential plat (known as Allotment M-2 Subdivision"); and 2. The parties agree that the City shall transfer ownership of a triangular portion of an adjacent parcel of City-owned land which is identified as King County Tax Parcel No. 2021059019 Parcel 2021059019)" Real Property as legally described on Exhibit B and the triangular portion approximately 5,165 square feet) which is necessary for access to be transferred as depicted on Exhibit "C", to MIT in exchange for MIT constructing for the City a storm drainage infiltration facility and storm line; and 3. The City requires premise isolation on large commercial water systems such as the MIT Casino Facility ("Casino"), which requires constructing two master meters and premise isolation backflow prevention) systems on Casino Property; and 4. The Parties previously entered into a Water or Sanitary Sewer Service Line Agreement Service Line Agreement") dated May 14, 2004 (Recording No. 20040603002585), attached as Exhibit"D", for the Casino Property (which is legally described on Exhibit A of the Service Line Agreement), which provided the City with the right to access, inspect, construct, operate, maintain, repair, replace and enlarge water or sanitary sewer lines within Casino Property; and 5. The Parties agree that it is in their mutual interest to grant each other the necessary rights and responsibilities to do all other things agreed to be necessary to implement this Agreement. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 1 of 22 NOW THEREFORE in consideration of their mutual covenants, conditions and promises, THE PARTIES HERETO DO HEREBY AGREE as follows: The Parties shall consult with each other on a government-to-government basis in order to achieve their mutual goals and implement this Agreement. A. CITY'S RESPONSIBILITIES 1. Short-plat the northwest portion of the adjacent City-owned parcel (Parcel No. 2021059019), the approximate location and extent of the triangular portion to be short-platted is depicted on Exhibit "C". The City shall record the short plat, then transfer ownership of the newly-created triangular parcel to MIT in exchange for MIT's construction of the storm drainage facilities described in Paragraphs A.4 and B.5 hereinafter. 2. Construct, at no cost to MIT, two (2) premise isolation facilities including master meters, backflow assemblies, piping, and disconnection of existing piping to adjacent parcels north and east of the Casino Property, as the City determines, is necessary to supply the Casino with domestic water and fire flows. The City will provide final design documents of the two (2) premise isolation facilities and a demo plan for disconnection of existing piping to MIT prior to construction. City understands that the revenues for MIT are contingent upon the access and service quality at the Casino. For that reason, City will agree to require their contractors to complete construction activities between the months of June and August, and between the hours of 5 a.m. and 2 p.m. for the work to occur within the Casino Property to provide the least disruptive customer access and water service interruption.. Contractors will be required to use equipment and implement a demo plan that does not interfere with ingress and egress of delivery trucks in the driveway located at the rear of the Casino. Upon completion of construction, the City shall convey all City-owned water system infrastructure behind the master meter vault (i.e., on the Casino side of the vault) to MIT. This shall include the new backflow prevention equipment, piping, hydrants, and other appurtenances. At the same time, the City shall convey all City-owned sewer system infrastructure that is located within the Casino property to MIT. 3. The City represents and warrants that the new premise isolation facilities once installed by or on behalf of the City shall not unreasonably adversely impact the Casino. 4. The City shall allow MIT access to construct a storm water infiltration facility, a storm drain line, and relocate the existing chain-link fence on City property (Parcel 2021059019) just south of the southern MIT property line separating the MIT (Parcel 2021059001) and City properties through a temporary construction and access easement. The system shall intercept storm water drainage located near the northeast corner of the City's property, be linked to a MIT storm infiltration system by means of a raised berm and connection pipe(s), and shall divert CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 2 of 22 overflow stormwater through a new pipe to an existing City storm line in Howard Road SE. City shall apply for, obtain and pay for any permits required to construct the storm drain system on City property if such permits are required beyond the development permit MIT is obtaining from the City for its Allotment M-2 Subdivision. City shall be entitled to inspect the work within City properties to insure it meets the City's requirements. MIT access to the City's properties shall be restricted to normal working hours on normal business days. B. MIT RESPONSIBILITIES 1. Grant permits to the City of Auburn and right of entry agreements as necessary to allow the City to construct, operate and maintain two (2) Master Water Meter Assemblies Master Meter Assemblies) and their associated piping from the Right-of-Way to the Master Meter Assemblies for the Casino on the Casino Property. MIT shall honor the Water or Sanitary Sewer Service Line Agreement, Reference Recording No. 20040603002585 and attached hereto as Exhibit "D", which provides access to the Master Meter Assemblies wherever located or relocated on the Casino Property for as long as the City provides water service to the Casino Property. The approximate location and extent of the Master Meter Assemblies is shown in Exhibit "E". Should MIT determine the need to relocate any part of the Master Meter Assemblies, MIT shall provide the City no less than 90 days' notice and the Parties shall meet to discuss and agree to the optimal new location. Should MIT's construction plan for the Casino Property include building or installing an obstruction or impediment including but not limited to fences, rockeries, or trees within ten (10) feet of the Master Meter Assemblies, the parties shall meet to determine whether relocation of the assemblies is necessary to maintain access to the meters. Any such reasonable relocation costs of the Master Meter Assemblies shall be paid by MIT. 2. MIT shall own and maintain the Casino Property water system infrastructure behind downstream of) the City Master Meter Assemblies as described herein including required annual testing and reporting to the City for the two backflow assemblies required for premise isolation. 3. MIT shall own and maintain the Casino Property sewer system infrastructure located within the Casino Property. 4. Execute necessary utility access easement documents for the City-owned utilities serving the Allotment M-2 Subdivision by the MIT. The City shall record the approved easements. 5. MIT shall design and construct at its own expense a storm water infiltration facility, drainage line, and relocation of the existing chain-link fence on City property (Parcel 2021059019) just to the south of the southern MIT property line separating MIT (Parcel 2021059001) and City properties. The system shall intercept storm water drainage located near CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 3 of22 the northeast corner of the City's property, be linked to a MIT storm infiltration system by means of a raised berm and connection pipe(s) and shall divert overflow stormwater through a new pipe to an existing City storm line in Howard Road SE. MIT shall access the site and secure it when they or their agents leave the site. MIT shall complete the work and upon completion of all work leave the site in a condition acceptable to the City. 6. Provide the City with an electronic AutoCAD file of the proposed subdivision and access road that references city survey monuments to facilitate plotting the proposed easement and associated setbacks on the existing city water property. 7. MIT shall complete the necessary legal descriptions and drawings in paper, mylar and electronic formats for the City's use in creating the short plat on Tax Parcel 2021059019. C. INSURANCE 1. Throughout the period of performance of this Agreement for all construction related activities, the Parties or their respective Contractors shall carry and maintain commercial general liability insurance with limits of not less than one million dollars ($1,000,000.00) per occurrence for bodily injury, including death, and one million dollars ($1,000,000.00) per occurrence for property damage or, alternatively, one million dollars ($1,000,000.00) per occurrence combined single limit for bodily injury and property damage combined, and two million dollars 2,000,000.00) general aggregate. 2. This insurance shall be in a form and with an insurer acceptable to the City's insurance carrier and shall contain coverage for all premises and operation, broad form property damage, contractual liability (including without limitation that specifically mentioned in the Agreement, and products and contemplated operations insurance. In addition, the insurance for construction work performed by the City or its Contractor shall be in the form acceptable to MIT and consistent with the City's requirements. 3. This insurance shall provide coverage for explosion, collapse, underground excavation, and lateral support. 4. Any policy or policies that provide the insurance required in this Agreement shall name the other Party as an additional insured on a separate endorsement, to the extent of the contractual obligations set forth here. If the Contractor, as the Agent of MIT, provides the required insurance, then such insurance shall name both the MIT and the City as additional insured. 5. Before the beginning of any construction work required under this Agreement, each Party shall provide the other Party for review and approval, a certificate of insurance reflecting CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 4 of22 full compliance with the requirements set forth in this Agreement. The certificate shall be kept current and in compliance throughout the construction work until final acceptance by the other Party and for two years thereafter for products and contemplated operations liability, and shall provide for 30 days advance written notice to the City if cancellation or material change adversely affect the interests of the other Party. 6. Throughout the period of performance of the Agreement, MIT shall cover or maintain insurance in compliance with the applicable worker's compensation laws, with respect to all of its respective employees working on or about the facility site, regardless of whether such coverage or insurance is mandatory or merely elective under the law. 7. For the purposes hereof, the period of performance of this Agreement includes and refers to the time during which any party hereto is obligated to perform tasks required herein. D. INDEMNIFICATION 1. MIT shall indemnify and hold the City and its agents, employees, and/or officers, harmless from and shall process and defend at its own expense any and all claims, demands, suits, at law or equity, actions, penalties, losses, damages, or costs, of whatsoever kind or nature, brought against the City arising out of, in connection with, or incident to the execution of this Agreement and/or the MIT's performance or failure to perform any aspect of this Agreement; provided, however, that if such claims are caused by or result from the concurrent negligence of the City, its agents, employees, and/or officers, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the MIT; and provided further, that nothing herein shall require the MIT to hold harmless or defend the City, its agents, employees and/or officers from any claims arising from the sole negligence of the City, its agents, employees, and/or officers. No liability shall attach to the City by reason of entering into this Agreement except as expressly provided herein. 2. The City shall indemnify and hold MIT and its agents, employees, and/or officers, harmless from and shall process and defend at its own expense any and all claims, demands, suits, at law or equity, actions, penalties, losses, damages, or costs, of whatsoever kind or nature, brought against MIT arising out of, in connection with, or incident to the execution of this Agreement and/or the City's performance or failure to perform any aspect of this Agreement; provided, however, that if such claims are caused by or result from the concurrent negligence of MIT, its agents, employees, and/or officers, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the City; and provided further, that nothing herein shall require the City to hold harmless or defend MIT, its agents, employees and/or officers from any claims arising from the sole negligence of MIT, its agents, employees, and/or officers. No liability shall attach to MIT by reason of entering into this Agreement except as expressly provided herein. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 5 of 22 E. WAIVER OF SUBROGATION 1. MIT and the City hereby mutually release each other from liability and waive all right of recovery against each other for any loss caused by fire or other perils which can be insured against under fire insurance contracts including any extended coverage endorsements thereto which are customarily available from time to time in the State of Washington, provided, that this paragraph shall be inapplicable to the extent that it would have the effect of invalidating any insurance coverage of MIT or the City. F. WAIVER OF SOVEREIGN IMMUNITY 1. MIT agrees to a limited waiver of sovereign immunity. MIT does hereby expressly waive its right to sovereign immunity and its right to assert sovereign immunity defense in the courts of the State of Washington for the limited purpose of any legal claim or complaint for the interpretation and/or enforcement of this Agreement, and/or for any complaints or counterclaims for monetary damages or equitable relief for any breach of this Agreement, and/or for the enforcement of any final judgment by any court of the State of Washington regarding such matters. This limited waiver of immunity is solely for the benefit of the City of Auburn for the purposes stated herein, and the Tribe does not waive its sovereign immunity as to any party other than the City. The Tribe agrees not to invoke sovereign immunity as a defense up to the limits of the insurance policy in connection with the enforcement of the rights of the City. 2. MIT consents to the jurisdiction of the Washington State Superior Court in the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement; the Parties further agree that any such action or proceedings shall be brought in the superior court situated in King County, Washington. G. COMPLIANCE WITH REGULATIONS AND LAWS 1. The parties shall comply with all applicable rules and regulations pertaining to them in connection with the matters covered herein. H. ASSIGNMENT 1. The parties shall not assign this Agreement or any interest, obligation or duty therein without the express written consent of the other party. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 6 of 22 L ATTORNEYS' FEES 1. If either party shall be required to bring any action to enforce any provision of this Agreement, or shall be required to defend any action brought by the other party with respect to this Agreement, and in the further event that one party shall substantially prevail in such action, the losing party shall, in addition to all other payments required therein,pay all of the prevailing party's reasonable costs in connection with such action, including such sums as the court or courts may adjudge reasonable as attorney's fees in the trial court and in any appellate courts. J.NOTICES 1. All notices and payments hereunder may be delivered or mailed. If mailed, they shall be sent to the following respective addresses: To MIT(Notice): Muckleshoot Indian Tribe 39015 172nd Avenue SE Auburn, WA 98092 Attn: Office of the Tribal Attoney Phone: 253-939-3311 To MIT(Payment): Muckleshoot Indian Tribe 39015 172nd Avenue SE Auburn, WA 98092 Attn: Finance Department Mgr. Phone: 253-939-3311 To the City: City of Auburn 25 West Main Auburn, WA 98001-4998 Attn: Ingrid Gaub, City Engineer Phone:(253) 931-3010 FAX (253) 931-3053 or to such other respective addresses as either party hereto may hereafter from time to time designate in writing. All notices and payments mailed by regular post (including first class) shall be deemed to have been given on the second business day following the date of mailing, if properly mailed and addressed. Notices and payments sent by certified or registered mail shall be deemed to have been given on the day next following the date of mailing, if properly mailed and addressed. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 7 of 22 For all types of mail, the postmark affixed by the United States Postal Service shall be conclusive evidence of the date of mailing. K. MISCELLANEOUS 1. All of the covenants, conditions and agreements in this Agreement shall extend to and bind the legal successors and assigns ofthe parties hereto. 2. The captions in this Agreement are for convenience only and do not in any way limit or amplify the provisions of this Agreement. 3. The duration of this Agreement shall be perpetual. 4. No separate legal entity is created by this Agreement. 5. The funding of the respective obligations of the parties shall be out of the respective general funds/current expenses of the parties, except as otherwise specifically provided. 6. The performances of the duties of the parties provided hereby shall be done in accordance with standard operating procedures and customary practices of the parties. 7. The oversight and administration of the Agreement shall be by the respective named representatives identified in Paragraph J hereof, or their designees. 8. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be held to be invalid or unenforceable by a final decision of any court having jurisdiction on the matter, the remainder of this Agreement or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable shall not be affected thereby and shall continue in full force and effect, unless such court determines that such invalidity or unenforceability materially interferes with or defeats the purposes hereof, at which time the City shall have the right to terminate the Agreement. 9. This Agreement constitutes the entire agreement between the parties. There are no terms, obligations, covenants or conditions other than those contained herein. No modifications or amendments of this Agreement shall be valid or effective unless evidenced by an agreement in writing signed by both parties. 10. Copies of this Agreement shall be filed with the King County Recorder's Office; the Secretary of State of the State of Washington; and the respective Clerks ofthe parties hereto. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 8 of 22 IN WITNESS WHEREOF the parties hereto have executed this Agreement as of the day and year first above written. MUCKLESHOOT INDIAN TRIBE CITY OF AUBURN By: 7R^ Ba s ayor Its: k4 Attest: A2, &0404--- City Clerk Approved as to form: Auburn City Attorney CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 9 of 22 STATE OF WASHINGTON ) ss. COUNTY OF QN THIS I-Lday of V 'I 201_]5,before me,personally appeared Y me-- C/U to me known to be the C i p[/,S v of k -61,j4 tia c , the Tribe that executed the withnand foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Tribal Community for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument. WITNESS my hand and official seal h\rgq,# ;;and year in this certificate first above written. g NQjT PUBLIC in a d for the State f5-U i y a £ on, residing at h W i1 y Commission Expires:l s 1I"OF,WAS\`` s 1"M\ STATE OF WASHINGTON ) ss. COUNTY OF ON THIS QS&day of 5201 before me, personally appeared n--,L,,and me known to be the Mayor and City Clerk ofthe CITY OF AUBURN, a municipal corporation,the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument. WITNESS my hand and official seal hereto the day and year in this certificate first above written. ZvoN EXA1% <'i, NOTARY PUBLIC in and for the State of Washington, residing at s;: ",\_„cps My Commission Expires: Au$V`OQ CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 10 of 22 EXHIBIT A LEGAL DESCRIPTION OF MIT REAL PROPERTY TAX PARCEL 2021059001 (Allotment M-2) United States Department of the Interior Bureau of Indian Affairs Title Status Report Report Certification Time and Date: 08/04/2014 11:51:13 AM Requestor: MHENSEL Date/Time: 08/04/2014 15:38:46 Land Legal Description Land Area Land Area Name Tract Number LTRO Region Agency Resources 109 MUCKLESIIOOT 2 PORTLAND, OR NORTHWEST PUGET SOUND Both REGIONAL OFFICE AGENCY Section Township Range State Count Meridian Le al Deecri on Acresq—Z 3--------------1'--- L - 20 021.00N 005.00E WASHINGTON KING Willamette 76.840 149TES AND BOUNDS: GOVERNMENT LOT 1 AND GOVERNMENT LOT 2 AND THE NEW SWM OF SECTION 20, T.21N., R.5E., WILLA14ETTE MERIDIAN, KING COUNTY, WASHINGTON, EXCEPT THE WEST 30.00 FEET OF SAID GOVERNMENT LOTS 1 AND 2, CONTAINING, AFTER SAID EXCEPTION, 76.84 ACRES, MORE OR LESS. TOTAL TRACT ACRES: 76.840 Title Status Tract 109 2 is held by the United States of America in trust for the land owner(s) with trust interests and/or by the land owner(s) with restricted interests and/or fee simple interests, as listed in Appendix A" attached to and incorporated in this Title Status Report. The title to Tract 109 2 is current, complete, correct, and without defect. Ownership is in unity and interests are owned in the following title statue: trust, fee, restricted. The tract ownership is encumbered by the title documents as listed on Appendix "B" attached to and incorporated in this Title Status Report. The following notes apply to this land title: Fee (Other) THIS REPORT DOES NOT CERTIFY THE OWNERSHIP OF FEE SIMPLE OWNER INTERESTS AND MARES NO CLAIM OR REPRESENTATION CONCERNING CURRENT OWNERSHIP OF SAID INTERESTS. This report does not cover encroachments nor any other rights that might be disclosed by a physical inspection of the premises, nor questions of location or boundary that an accurate survey may disclose. This Report also does not cover encumbrances, including but not limited to irrigation charges, unpaid claims, not filed or recorded in this Land Titles and Records Office. This report does not state the current ownership of the interests owned in fee simple but states the ownarship at the time the interest ceased to be held in trust or restricted ownership status. This Title Status Report is a true and correct report of the status of title to the real estate described herein according to the official land records recorded and maintained in this office, i Manager-'-- CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 11 of 22 United States Department of the Interior Bureau of Indian Affairs Title Status Report Report Certification Time and Date: 01/21/1015 09:19:SB AM Requeator; MHENSAT. Date/Time= 02/19/2015 10:30,43 Land Legal Deeeripti= Land Area Land Area Name Tract Number LTRO Region A984C Reeouice5 109 MUCKLESHooT 2 -A PORTLAND, OR NORTHWHST PUOST SOUND Both REGIONAL OFFICE AGENCY Section Township Range State County Meridian Legal Description Acres 20 021.00N 005.00H WASHINGTON KING Willamette 910 XXTES AND BOUNDS: THE WEST 30.00 FEET OF,GOWRNMENT LOT 1 AND GOVRRNMRNT LOT 2 OF SECTION 20, T. 21 N., R. 5 E., WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, CONTAINING 0.91 ACRES, MORE OR L85S. TOTAL TRACT ACRES: 910 Title Statue Tract 109 2 -A is held by the United States of America in Cruet for the land owner(s) with trust intaraats and/or by the land owner(s) with restricted interests and/or fee simple interests, as listed is Appendix "AP attached to and incorporated in this Title Statue Report. The title to Tract 109 2 -A is current, complete, correct, and without defect. Ownership is in unity and interests are owned in the following title status: trust, restricted. The tract ownership in encumbered by the title doeumenta as listed on Appendix ,B„ attached to and incorporated in thin Title Status Report. No Tract Notes or Coded Remarks for this tract. This report does not Cover encroachments nor any other rights that might be disclosed by a physical inspection of the premises, nor questions of location or boundary that an accurate survey may disclose. This Report also does not cover encumbrances, including but not limited to irrigation charges, unpaid claims, nor filed or recorded In this Land Titles and Records Office. This report does not state the current ownership of the interests owned in fee simple but states tho ownership at the time the interest ceased to be held in trust or restricted ownership status. This Title Status Report is a true and correct report of the status of title to the real estate described herein according to the official land records recorded and maintained in thin office. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 12 of 22 EXHIBIT B LEGAL DESCRIPTION OF CITY OF AUBURN REAL PROPERTY TAX PARCEL 2021059019 THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 5 EAST, LYING AND SITTING ON THE NORTHEASTERLY SIDE OF THAT PORTION OF AUBURN-ENUMCLAW ROAD RUNNING IN A NORTHWESTERLY AND SOUTHEASTERLY DIRECT THROUGH THE SAME, RECORDS OF KING COUNTY, WASHINGTON. CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 13 of 22 EXHIBIT C DEPICTION OF PROPERTY TRANSFER L04 1 : n 69 co I I I M lc,4 1 N 1 I 1 130 30 1 L I PARCEL# 2021059001 V ALLOTMENT M-2) l ADJUSTED ACREAGE 112,995,729.9 FT/2 1 68.77 ACRES 1 OLD OUND LINE CASED 07.22 Y GMONUMENT r NEW1LINE 36.01 36,38' I BLD. I y4 \ S 1 Ir 2 PARCEL/ 2021059019 O ADJUSTED ACREAGE 585,729.0 FT/2 1 Q \13.4 ACRESto b CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 14 of 22 EXHIBIT D 20® 06 300 585 RE'TIJRN ADDRESS pfoY, 1Raz City ofAuburn ATTN 25 West Maui Sheet Auburn,WA 98001-4998 WATER OR SANITARY SEWER SERVICE LINE AGREEMENT REFERENCE# GRANTOR THE MUCKLESHOOT INDIAN TRIBE GRANTEE: CITY OF AUBURN 7/a s PIVWT SHORT LEGAL SE 1/4 Sec 20,Twp.21 N,Rg, 5E,W.M W $a 92,ASSESSOR'S PROPERTY TAX PARCELS 202105-9044,202105-9045 AND 202105-9059 For and in consideration of One Dollar ($100) and other valuable consideration, the receipt of which is hereby acknowledged,TAE MUCKLESHOOT INDIAN TRIBE("Grantor" herein), hereby grants and conveys-to the CITY OF AUBURN, a Washington municipality Grantee"herein),for the purposes hereinafter set forth a water or saattary. sewer Iine nght-ot way over, across and under the following described real property (the "Property" herein) in KING COUNTY,Washington 16:.*XN Wks)ww.TMR*-tfClla A`o.n;yc+pf T.'IG i:Exhibit"A"attached hereto and by this refemli 'A eapart hetbof ab ti. fe aik,, 4'3'0M(1 hon,1.va Except as may be otherwise set forth herein Grantees rights shall be excised upon that portion ofthe Property(the"Right-of-Way"herein)described as follows A Right-of-Way fifteen(15)feet in width having.seven and one-half (7 5)feet of such width on each side of a centerline described as follows The Centerline of Grantee's facilities as constructed or to be constructed extended or relocated, lying within the above described Property as more particularly depicted on the document marked as Exhibit"B"attached hereto and by this reference made a part hereof I Purpose. Grantee shall have the right to access,inspect,construct,operate,maintain, repair, replace and enlarge one or more water distribution hues or sanitary sewer lines over SERVICE LINE AGREEMENT Page 1 CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 15 of 22 and/or under the Right-of-Way together with all necessary or convenient appurtenances thereto, which may include but are not limited to the following For water dtatribution lines Backflow assemblies, water mains, hydrants, meters and meter boxes,blowoffassemblies and appurtenances For sanitary sewers manholes,cleanouts and sewer mains Following the initial construction of its facilities, Grantee may from time to time construct such additional lines and other facilities as it may require Grantee shall have the right to place any type ofdriving surface within said Right-of-Way not inconsistent with Grantor's use of the Property Grantor additionally grants to Grantee the use of such additional area immediately adjacent to the Right-of-Way area as shall be required for the construction, reconstruction, maintenance and operation ofsaid water or sewer facilities The use ofsuch additional area shall be held,to a reasonable mmimum and in the case of any damage or disruption of the premises, the Grantee shall return the Property to a condition as reasonably comparable to its condition as it existed rn mediately before antry and/or work was made thereon by the Grantee or its agents 2 Access.Grantee shall have the nglit of access to the Right-of-Way over and across the Property to enable Grantee to exercise its rights hereunder, provided, that Grantee shall compensate Grantor for any damage to the Property caused by the exercise of the rights granted herein Grantor shall not many way block,restrict or impede access and egress to or from.said Right-of-Way,and/or in any way block,restrict or impede full use of the real property within the above-described Right-of-Way by the Grantee for the above-described purposes 3 Grantor's Use of Right-of-Way. Grantor reserves the-right to use the Right-of-Way for any purpose not inconsistent with the rights herein granted,provided, that Grantor shall not take actions that may adversely affect the mtegnty of the water facilities located within the Right-of-Way, such as excavation or filling, without first notifying Grantee of the proposed activity Grantee shall have the right to inspect any activities of Grantor that may adversely affect the water facihties,,and take appropriate action to protect.the water facilities 4 Indemnity. By accepting and recording this service line agreement,Grantee agrees to indemnify and hold harmless Grantor,from any and all claims for mju ics and/or damages suffered by any person, winch may be caused by the Grantee's exercise of the,nghts herein granted, provided, that Grantee shall not be responsible to Grantor for any injuries and/or damages to any person caused by acts or omission of Grantor 5. Abandonment or Termination. The rights henem granted shall continue until such time as Grantee ceases to use the Right-of-Way In the event that Grantor desires to terminate this service line agreement,the Grantor shall provide Grantee with funds sufficient to install any necessary backflow preventor or preventors on Grantee's waterlines located outside the subject property that connect to the subject property CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 16 of22 6. Cooperation and Coordination. Grantor and Grantee agree to cooperate in the implementation of this service line agreement and to coordinate then respective duties and activities relating to'this service line agreement with each other. Dated this day of 200 GRANTOR G EE• THE MUCKLESHOOT INDIAN TRIBE C y By k Pia ame 410 WW az Peter B Lewis,Mayor Attest Danialle E Daskam City Clerk Appro d as to form Z A ZW Darnel B Ci STATE OF WASHINGTON) SS COUNTY OF KING On this 14 12!: day of_r%A ate 2004,before me the undersigned, a Notary Public, in and for the State of ashington,duly oommtssioned and sworn,personally appeared oh v% a to me known to be the Chairman of THE MUCKLFSHOOT INDIAN TRIBE,the Tribe that executed the foregoing instrument,and acknowledged said mstcument to be the free and voluntary act and deed of said Tribal Community for the uses and purposes therean mentioned, and on oath stated that he was authorized to execute aaid instrument Witness myBand and official seal hereto the day and year above written bhc in and for the State of P(JLIVOsh Residing at 9 ..itAtiw lesion expires—,r F A Hid SERVICE1INE AGREE 1E TT Page 3 CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 17 of22 bin w o NO N ffi a n, CD a III LO g SL SL 9 r Er: gs t I z o 8 g . a Art p b Bs fir s a g S g I a o- s RSA 4 a 5 4 b $ a bill all a 8 rill A q s sla SL x $ as f s Iry SOL. g IL SL Muc"wd Indian TAM by dead roUMM raTdar KI g CCW"W MODWO No."OOM014. GXW that poran IheroVE d` M, We north of the sash Una of Skycrod Terrace Omebn Ato.Z wwmQV to the plot thereof recorded In volume 101 ofPlate,Pegs 30, reocrdia ofav u r.WrwMngbon; and escanl Mal P000 M arty, Ov nom of on saulh.ene of Grsentraa. a OondaMk nn, ecoorft ar the mep OWplarlatlMreofre0gdad1hVokm22ofCalydorrllr&W..Pages 78 Mmo 01, retards of KoV . ,WaeldrrpHon, c akft after old mooeptiorra. 2M Baas. rnme or lea: ftim in Iti mono ofKkV.State of W05111r811oe Imb to the bird"herses deecnbad aW be s kbd m MW erdelffie motnerb for pubis roads and hp8hwalra. Ito,puma ulbee,and for ro tioeds and ppodrrea and any cow n"of%" of record. LEGAL D£SMPTION PARCEL 24M NO.8403084814 THAT PORTION OF THE WEST HALF OF THE SOIRFEA9T.Ott/IRrER OF SECTION 20. TOWNSHIP 21 NORTH.RANGE 5 EMT.W AL.IN KING COUNTY WA*MTON,DESCRMED AS FOLLOW& COQ AT THE INTERSECTION OF THE WEST LINE OF SAID SOUTHEAST CUARTER-AND THE CENTERtINB OFSTATE HIGHWAY NO.184: THIMN'SOUTH OF 31'4W EAST,ALONS'MIMCENTERLINR A DISTANCE OF asW FEETTO'A POINT OF MWATURS TO TIC FT,LE THE aFA OF WHICH BEARS NORTH 7r,W 20'EAST A DiWTANCE OF$MA0 FW,. THENCE ALONG SAID CEfrMNE AND SAIDCURVETOTHISLEFT.Wig A RADIUS OF 0730 00 FEET,THlROIM A CENTRAL A1031.8 OF 0P 81.4r. AN ARC DISTANCE OF 481128 FEET, Owwo NORTH 132 44'Sr BAST.A DISTANCE OF1150 00 FEET IU THE TRUE POlt9'r OF BECiINN KU THENCE NORTH 1b'44'3r BAST,A DISTANCE OF 170AD FEET. THENCE SOUTH 70'it Zr9AST.A DWANCZ.OF373.37 FEET. THENCE SOUTH 13'44'33'WW.A DISTANCE OF 178 00 FEET. THIENCE NORTH I&1W 2r WEST,A DISTANCE OF 3r&sr FEET TD THE TRUE POINT OF B"NNIN3. RETYPED FOR FORM IN COMPLIANCEWITH KING COUNTY RECORDIN3 REQUIREMENTS A•2 CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 19 of 22 I r• wwrwM taw taw rl oa.eao S l biz i1 onm[o pit tww.t.wrt r.r t: q . rS f e r J EXM®Tf 8 CoA-MIT ILA for Allotment M-2 Subdivision and Casino Premises Utility Isolation 6.17.2015 Page 20 of 22 oll t t! J INS. all 19 lip Fj Nil CD tj lie d iii lie a N 'N O a WESTERLY 56538'4511 EASTERLYMASTERMETERDETAIL Co30.00 N24'21'151M MASTER METER DETAIL Q S19'37'S4'Yf O 23.00 S1749'15'W M 25'11'Nr10.OD 47CDs9 N1720'231 N193r54E 10.00 Odp3is. 28.16 ds0`1852' N R4,gs,ass y Rr i47 7gSTA102+24.93 588 iv w Q TPOB TPOB ST+80.11 = 'R DETAIL 1°-50' ` . DETAIL 1°=50' za y PC STA 100+95.$6 _ z SEE MUCKLESHOOT _ 1 ST.SE o0 CASED MON Q NDr12'47*E 1671.78F IMASTERE CASINO Sor12'471Y 176-17 3 w MASTER METER w co DETAIL p p1j 1-:SEE EASTERLY MASTER METER DETAIL CASED MON P.O.B.Y F— PT STA BACK 121+19.20 STA AHEAD 134+26.35 CASED MON oq2. euo. facl waol D 53 44 . INT STA 114+21.44 WSDOT STA 140+67.16 x PLAT OF 4° - 0.11 LT OF ROW CLon'2J 27• d=8 59 3g L=897.76' R=5729 58'-AUBURN VIEW HEIGHTS i l 1139' R=5729.5~Vol. 67, Page 3 ' ' , STATE I{yyy 164AF5296330 / r r AUBURN WAY SOUTH N89W'04'# 640.81 OWNER: USA IN TRUST FOR MUCKLESHOOT INDIAN TRIBE 20 tTAXPARCELNO. 202105-9045 MASTER METER VAULT N TOTAL PARCEL AREA = 236,531 SF. LOCATION FIGURE 29 28 EASTERLY METER AREA = 476 Shy}.SE 1,SEC.20,TWP.21 N,ROE.SE,W.M.WESTERLY METER AREA 1,3322 5F. RESOLUTION NO. 5 1 8 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE A SERVICE AREA AGREEMENT BETWEEN THE CITY OF AUBURN AND PIERCE COUNTY, ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES WHEREAS, the City of Auburn is a water purveyor located partly within Pierce County, Washington; and WHEREAS, service area agreements are required by WAC 246-293-250 to help assure that water reserved for public water supply purposes will be utilized in the future in an efficient and planned manner; and WHEREAS, in conformity with the requirements ofWAC 246-293-250, the City of Auburn and Pierce County, Washington, have developed a water utility service area agreement establishing water utility service area boundaries, with terms acceptable to both entities. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The Mayor is hereby authorized to execute a Service Agreement between the City of Auburn and Pierce County, which agreement shall be in substantial conformity with the agreement a copy of which is attached hereto, denominated as Exhibit A, incorporated herein by this reference. Section 2. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Resolution No. 5182 November 4, 2015 Page 1 Section 3. This Resolution shall be in full force and effect upon passage and signatures hereon. DATED and SIGNED this zeday of 2015. CITY OF AUBURN NANCY 7KUS, Mayor ATTEST: katc-N Danielle E. Daskam, City Clerk APP VED O FORM: 7 el B. Hei ; City Attorney Resolution No. 5182 November 4, 2015 Page 2 RESOLUTION No. 5182 EXHIBIT A STANDARD SERVICE AGREEMENT ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES i City of-Auburn STANDARD SERVICE AGREEMENT ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES PREAMBLE THIS AGREEMENT establishing water utility service area boundaries is entered into this day for purposes of identifying the extemal boundaries of the service area for which this water purveyor has assumed water service responsibility. WHEREAS, service area agreements are required by WAC 246-293-250 to help assure that water reserved for public water supply purposes within Pierce county will be utilize din the future in an efficient and planned manner; and WHEREAS, the designation of retail water service area and future service planning areas, together with the cooperation of other utilities, will help assure efficient planning to accommodate growth, avoid duplication f service, and facilitate the best use of resources; and WHEREAS, the responsibilities applicable to water purveyors are outlined in the Pierce County Coordinated Water System Plan (CWSP) and by the adopted rules and regulations of the Washington State Department of Health (DOH); and Whereas, IT IS NOT THE INTENT OF THIS Agreement to give new authority or responsibilities to the water purveyor or to the County or State regulatory agencies, in addition to those requirements imposed by law; and NOW, THEREFORE, the undersigned party, having entered into this Agreement by its signature, concurs with and will abide by the following provisions: Section 1. The terms used within the contract shall be as defined in the implementing regulations of Chapter 70.116 RCW, except as identified below. A. Lead Agency shall mean the department or organization within Pierce County that has been designated by the Pierce County Executive as being administratively responsible for the coordination and filing of the Pierce County Water Service Area map, Standard Service Agreement Establishing Water Utility Service Area Boundaries, Agreements for Retail Service Areas, Utility Service Policies, and other administrative documents necessary for the.implementation of the Pierce County CWSP. B. Pierce County Coordinated Water System Plan (CWSP) shall mean-the plan adopted by the Pierce County Council for public water systems within critical water supply service areas within Pierce County which identifies the present and future needs of the systems and sets forth means for meeting those needs in the most efficient manner possible. C. Pierce County Water Service Area Map shall mean the map reference din this Agreement for the retail service area signed by the water purveyor, except as amended in accordance with the CWSP procedures and with the concurrence of the affected water purveyors. t"o e-01y D. Retail Service Area shall mean the designated geographical area within Pierce County in which the undersigned water purveyor assumes full responsibility for providing water service to individual customers. E. Utility Service Policies shall mean those policies and conditions of service that area attached to the provision of water service for individual customers:The identified policies and conditions of service are those conditions incorporated within the water purveyor's water system improvement and expansion plans required under the provisions of the Public Water Systems Coordination Act and DOH. Section 2. Lead Agency. The lead agency for administering the Pierce county Water Utility service area agreements shall be the Pierce County Department of Planning and Land Services unless otherwise established by the Pierce County Executive. The lead agency shall function only as a coordination center. The lead agency will maintain the original documents and will be responsible for updating the water system map and agreements as provided for in the CWSP. Section 3. Authority. The authority for this Agreement is granted by the Public Water Systems Coordination Act of 1977, Chapter 70.116 RCW. Section 4. Service Area Boundaries. The undersigned Water Purveyor acknowledges that the Pierce County Water Service Area Maps identifying its retail service area boundaries, dated July 28, 2015 and included as Attachment A to this Agreement, identify the water purveyor's present and future service area. The undersigned further acknowledges that there are no service area conflicts with an adjacent water utility or purveyor, or, if such a conflict exists, agrees that no new water service will be extended within disputed areas except as stipulate din an adjudication by`DOH. This Agreement shall apply to service areas existing as of August 1994, and to the service area boundaries identified in the above referenced maps, or as shown on current revisions thereof, provided that no revisions of service areas shown on these maps shall be made without prior written concurrence of the water utilities/purveyors involved and such written concurrence is filled with the Lead Agency. Revisions may also require an amendment to the purveyor's or utility's service plans. Section 5. Boundary Adjustments, If, at some time in the future, it is in the best interest of the undersigned parties to make service area boundary adjustments, such modifications must be by written concurrence of all involved utilities and the proper legislative authority(ies), and must be noted an filed with the designated Pierce County lead agency and DOH. It is understood by the undersigned utility that it may decline to provide service within its designated service area boundary, but in that case, an applicant may be referred to other adjacent purveyors or utilities or a new utility may be created and the original service area boundary will be adjusted accordingly. Section 6. System-Extension Policies. The undersigned utility agrees that in order to expand its existing water service area, (other than by addition of retail customers to existing water mains), or to serve in the capacity of a pre-qualified satellite system management agency SSMA), it shall have adopted design standards and Utility Service extension policies. The design standards-shall meet or exceed the pierce County Water System Minimum Standards and Specifications. 2 A water utility anticipating expansion of retail service in unincorporated areas of Pierce County, or intending to operate as an SSMA, shall identify utility service policies in its updated water system plan. The undersigned utility agrees to identify, for information, its utility service policies or provide a copy of the updated water system plan to the Lead Agency prior to application for extension of its existing water system into new service areas within the unincorporated areas of Pierce County. Municipalities further agree that if they identify a service area outside of-their existing municipal corporate boundaries, the municipality will assume full responsibility for providing water service equivalent to the level of service provided for their customers inside the city limits with similar service requirements, and must also meet or exceed Pierce County's minimum design standards. Section 7. Special Working Agreements. Special working agreements, if they exist and are relevant, between this water purveyor and any adjacent water purveyor shall be attached to this Agreement as Attachment B and incorporated herein by this reference. Section 8. Compliance with the CWSP. Nothing in this Agreement shall waive any requirement of the state, federal, or local government regarding the provision of water service. This Agreement shall comply with the interlocal agreement requirement of the CWSP. IN WITNESS WHEREOF, the undersigned party has executed this Agreement as of X I ao 5 Date Water Purveyo epresen t Title Receipt Acknowledged: Pierce CounttPlanniin6 and Land Services Department Date 3 STANDARD SERVICE AGREEMENT ATTACHMENT B Utility shall include copies of separate agreements, relating to common service areas, transfer arrangements, special working agreements, and/or retail service agreements with adjacent utilities. These agreements will be included by reference in this Interlocal Agreement. 4 J I I City of Auburn 2 D E 5 f 2ND=rE Water Purveyor Boundary eS Retail Service Area(7/2812015) Incorporated Areas ff AUBURN WATEk 1 J Map Dlsdalmer.The map features are approximate andAareIntendedorgytoprovideanindicationofsaidfeature.v Additional areas that have not been mapped may bepresent.TNa la not asurvey.The County assume,no nsliabilityforvarlatioascertalned by actual survey.8TH ST E ALL DATA 15 EXPRESSLY PROVIDED'AS WANDuy WITH ALL FAULTS'.The County make,m warrantyoffitnessforaparticularpurpose. Scale 1:8,000 CITY OF SUMNER CITY OF BONNE CAKE i 6 I I Pierce County P• yP Geographic Ihfo,maion Services ST i:F Planning And Land Servicesf7G I Y T INSThrM <rar<n/grn Jul z8arFTNI£N& art ry rmydr n 2O1yanfdiladonarddraarrddhl,ndo7m,i Yr_'[ y p ram9ranfir, optE'a Ma,y,<emar h< Y 5prrnrnl.Ihsitnura ASiC. D hph—andalh<dalamayno!aagn.Tbr Chanty assamrsn fandi: N,nf eJf moral—y. DUCETAPPS DR 4LLD T.Vi''A"PR J' D'AVIWALLFAULTS.rh,COaaam earearrarra, 7/ir /a,a raY,,,arp„pa.,r,.._. ATTACHMENT A I i STANDARD SERVICE AGREEMENT ATTACHMENT B Utility shall include copies of separate agreement, relating to common service areas, transfer arrangements, special working agreements, and/or retail service agreements with adjacent utilities. These agreements will be included by reference in this Interlocal Agreement. Interlo cal Agreement Among the Cities of Auburn and Bonney Lake for Revision of Water District Boundaries Agreement Between the Cities of Pacific and Auburn Relating to Urban Service Area Designation Agreement Between the Cities of Sumner and Auburn Relating to Potential Annexation Area Designation 1 INTERLOCAL AGREEMENT ANIONGTHE CITIES OF AUBURN AND BONNEY LATE FOR REVISION OF WATER DIS'T'RICT BOUNDARIES THIS INTERLOCAL AGREEMENT is made and entered into,p. . an to the Interlocal Co 9.34 of the Revised Code of Washington, on the day of 2015,by and among the CITY OF AUBURN ("COA")and the CITY OF BONNEY LAKE, municipal corporations of the State of Washington (collectively, the Cities"). RECITALSS: 1. WHEREAS, the Cities each own and operate public water systems pursuant to Chapter70.119 RCW, are purveyors of potable water, and provide water services within the boundaries of the Cities'respective water service areas;and, 2. WHEREAS, the City of Auburn is presently revising and updating its six-yearcomprehensivewaterplan, as required by the state Department of Health pursuant to RCW 70.116 and WAC 246-290-.100;and 3. WHEREAS, the Cities' respective water services areas adjoin and abut one another in the "Lakeland Hills South" area of Pierce County, where the Cities' water service areas are derna, ated by an border or boundary line identified and described in service area agreement dated December 10, 1998 (approved by and 4ppended to COA Res. No. 3018) ("Service Area Agroomcnt'J; and 4. WHEREAS, Cities' respective water rights and obligations had been the subject of litigation which was resolved amicably pursuant to settlement agreement between the Cities dated March 5, 1998 (approved by and appended to COA Res.No. 2925) (the "March 1993 Settlement Agreement'), the terms and conditions of which continue to apply to the Cities and shall be interpreted cddsistently with the change in boundary lines agreed upon herein;and 5.WHEREAS,on February 14,2005, the Cities executed an addendum to the March 1998Settlement.Agreemant, to revise the boundary relating to one tax parcel, which does not otherwise affect the March 1998 Settlement Agreement;and 6. WHEREAS, the Cities mutually desire to revise and adjust the border line separatingtheirrespectivewaterserviceareas,presently described in Service Area Agreement, as amended by the February 14,2005 addendum to the March 1998 Settlement Agreement. NOW THEREFORE in consideration of their mutual covenants,conditions and promises, THE CITIES DO HEREBY AGREE as follows: 1. The boundary line between and separating the Cities' respective water service areas,previously established and described in Service Area Agreement, as amended by the Page 1 February 14, 2005 addendum to the March 1998 Settlement Agreement, is hereby revisedandadjustedpursuanttothelegaldescriptionsandsurveyor's map attached hereto as Exhibit"A"and Exhibit"B",respectively;and 2. This revision of water service area boundary lines shall be effective immediately. IN WITNESS WHEREOF the parties hereto have executed this Agreement as of the day and year first above written. CITY OF A URN CITY OF BOYNEY LAKE ANancy Backus M or Date Neil Johnson, ayor Date Y Attest: Attest: Eity Clerk iry Clerk Approved as to Form: Approved as to Form: Daniel B.Heid,City Att y Date Kathleeftard,City Atto Date Page 2 Exhibit"A" Legal Description for Water Service Area Legal description for the updated Auburn/Bonney Lake Water Service Areas of Section 6,Township 20 North,Range 5 East,W.M.,in Pierce County,Washington to supersede and replace the description contained In Service Area Agreement dated December 10,1998(Gty of Auburn Resolution 3018); A Line described as the border between the City of Auburn and Bonney Lake Water 5eryice Areas more fully described as follows(using basis of bearings of Record of Survey recorded under Auditor's FileNumber200102265002andplatofVeronarecordedunderAuditor's File Number 200310145002 records of Pierce County): Beginning at the South Quarter Corner of said Section 6,thence N 11°23'51"E a distance of 706.18 feettothesouthlineofLot4ofCityofAuburnShortPlatSPL01-0007 recorded under Auditor's File Number 200211145001,records of said county; Thence S 71°21'43"E along said south line a distance of 290.27 feet to the beginning of a curve to the left having a radius of 1940.00 feet; Thence southeasterly 284.29 feet along said curve through a central angle of 08°23'46"; Thence S 83°10'43"E along said south line a distance of 73.72 feet to the beginning of a curve to the left having a radius of 1937.00 feet; Thence easteriy'463.31 feet along said curve feet through a central angle of 13042'17"to the most southeasterly corner of said Lot 4; Thence N 20'03'29"W along the east line of said Lot 4'a distance of 26.26 feet to the most southerly corner of Lot 62 of the plat of Verona recorded under Auditor's File Number 200310145002,records of said county; Thence northwesterly and northerly along the southwesterly line of said plat of Verona the following courses and distances: N 81'07'30"W a distance of 359.40 feet; N 69'56'06"W a distance of 20?.35 feet; N 67'01'04"W a distance of 214.84 feet; N 54'28'29"W a dlstance of 6834 feet; N 06034'57"E a distance of 144.08 feet; N 00°41155"E a distance of 125.75 feet; N 27'•10'17"W a distance of 85.46 feet; N37°27'03"W a distance of 91.12 feet; N 52037'34"W a distance of 191.60 feet; N 61'56'46"W a distance of 51.06 feet; N 77045'32"W a distance of 89.47 feet; S 87°24'50"W a distance of 96.39 feet; 575°52'22"W a distance of 123:67 feet; 5 66003'17"W a distance of 126.14 feet; N 70°27'52"W a distance of 122.25 feet; N 35032'56"W a distance of 149.01 feet; N 14°48'47"W a distance of 67.81 feet; N 24051'43"W a distance of 8236 feet; N 09°22'10"W a distance of 313.13 feet; N 06°04'45"W a distance of 184.91 feet; N 12°13'20"W a distance of 198.22 feet; N 00°12'03"W a distance of 186,02 feet to the southwest corner of Lot 33 of Verona Division 2 recorded under Auditors File Number 200502175007,records of said county; Thence.along the westerly line of said plat of Verona Division 2 the following courses and dlstances': N 00012'03"W a distance of 76.43 feet; N 11°19'16" E a distance of 94.45 feet; N 34°03'49"E a distance of 361.98 feet; N 15033'17" E a distance of 93.08 feet; N 00°29'31"E a distance of 443:26 feet; N 03°22'34"W a distance of 149.01 feet; N 34°01'25"E a distance of 159.32 feet; N 49938141"E a distance of 74.88 feet; N 40040105"E a distance of 51:82 feet; N 32°43'03"E a distance of 101.56 feet; N 38°36153"E a distance of 82.95 feet; N 27°59'38" E a distance of 62.43 feet; N 26°06'34" E a distance of 277.03 feet, N 73'07'14"E a distance of 30.00 feet; 5 58056'19"E a distance of 45.00 feet; N 49°08'11"E a distance of 99.74 feet to the most northerly corner of Tract A of said plat ofVeronaDivision2andthesoutherlymarginofPanoramaDriveSEasdescribedinWarranty Deed recorded under Auditor's File Number 200105040368,said corner being at a polnt of non-tangent curve to the left having a radius of 454.00 feet(the radius center bears N61'35'41"E); Thence southeasterly 311.66 feet along said curve and said.southerly margin through a central angle of 39'19'56"; Thence continuing along said southerly margin 5 67'44'15"E a distance of 23.06 feet to the beginning of a curve to the right having a radius of 25.00 feet; Thence southeasterly and southerly 37.96 feet along said curve through a central angle of 86059'27",an arc length of 37.96 feet to the westerly margin of Evergreen Way SE as described In Warranty Deed recorded under Auditor's File Number 200105040368 and the beginning of a reverse curve to the left having-a radius of 927.50 feet; Thence southerly 140.60 feet along said curve and said westerly margin through a central angle of 08041'08",an arc length of 140.60 feet; Thence N 55'00'00"E.along said southeasterly margin of Evergreen Way SE a distance of 166.23 feet to the beginning of a curve to the left having a radius of 430.00 feet; Thence northeasterly 283.27 feet along said curve and said southeasterly margin through a central angle of 37'44'40"to the beginning of a compound curve to the left having a radius of 1030.00 feet; Thence northeasterly 16.98 feet along said curve and said southeasterly margin through a central angle of 00'56'40"to the most northerly northwest corner of Lot 22 of said plat of Lakeland Division 1,Phase 2,arid the north line.of Section 6,Township 20 North,Range 5 East,W.M.; Thence along last said north line S 88'3443"E a distance of 808.02 feet to the northeast corner of Said Section 6 and the terminus ofthis tine description. The basis of bearings for this description is Record of Survey for Segregation prepared by Apex Engineering dated February 26,2001 and recorded under Auditors File Number 200102265002,records of Pierce County,Washington. 0:\SURVEY\FROJECFS\AOM430•Water\DonDeyLake Water servicearaa\LeeAI 9ascrlotion WaterS@rv[CO Area 01.27.201S.dOrx The moat NoMedy. NaMwoncormof LotZ3 4 LakdlendON 1,Me=Z NOCemer of QwF Ik 1.__nl _ L, I `,`' 5'" I. 11 ada, D1a•,f NWramor of Hoetherwimid at r, Laketaed PeowlV The SOUDIWe,t rot Strider bowman City WAlWn `,: Lot 13 Lakelaw 1 and Somrey LAD W"Sonya 1 eel Area,par dmrh,jNnnrAprie.I g daaal 02 ta.IRoD 1 City alAuhuln Roil 7Dfe1 1 Q QL1 t t The9outhwaetcom0rar - •' Lot 87 FUI01Verna OMalan2 I I i t Job ; )`/• I.L.L.7 311coalSwneyLnlloWnfo.Swviutl + r 1 rl1t n Arrnu ptlr paearlWloalrAeiaarl+ell ` ,r N9 (0/$BNCB t _ ••r+ 1..•' 0 ICIrdAue.n\I.9afO) i Bun T Themoat aetllkad cpAm Lemma Trad•e. C.Cw1 ROeae,af•le Sa SouttlOuorolrrromat; Exhibit "B" Auburn-Bonney Lake Water Service Boundary klapupdetadoi-n-2ota ORIGINAL AN AGREEMENT BETIN'EEN THE CITIES OF PACIFIC AI\'D AU13CJ9N YCELATRNG TO URBAN SERVICE AREA DESIGNATION THIS IS AN AGREEMENT between the Cities of Pacific, a municipal corporation of the State of Washington ("Pacific"), and Auburn, a municipal corporation of the State of Washington ("Auburn"), hereinafter collectively referred to as the "Cities. RECITALS A. Pursuant to RCW 36.70A.110(2), the Washington State Growth Management Act of 1990 as amended requires each City within the County to propose the location of an urban growth area, and B. The Pierce County Countywide Planning Policies adopted and approved by Resolution R92-86 on June 30, 1992 by the County Council and ratified by Cities within the County, establishes rules for designating City urban growth areas within the countywide urban growth boundary, and C. The Pierce County Comprehensive Plan adopted and approved by Ordinance 94-825 by the County Council identifies an urban growth area overlap between the Cities of Auburn and Pacific. D. It is in the public interest that the jurisdictions cooperate to designate logical and achievable urban growth area boundaries, NOW THEREFORE, the Cities hereby agree: 1. PURPOSE. The purpose of this agreement is to resolve the boundary overlap between the Cities of Auburn and Pacific. 2. DEFINITIONS. Urban Service Area (USA): The incorporated urban area adjacent to a City, within which urban growth shall be encouraged and phased, and which is expected to annex to the city. Annexation.is expected to occur sometime during the next 20 years at which time the city will provide services and utilities. Urban Service Area is another term for a City's Urban Growth Area. Urban Growth Areas (UGA): Areas designated by the County within which urban growth shall be encouraged and phased and outside of which growth can occur only if It is not urban in nature, A City's Urban Growth Area is another term for its Urban Service Area. Comprehensive Urban Growth Area Boundary (CUGA Boundary): The boundary marking the limit between the urban growth areas and other areas such as rural and resource area where urban growth is not permitted. The boundary shall be designated by the County in REF: Resolution No. 2873 Exhibit"A" Resolution No. 2763 September 15, 1997 Adopted 12/2/96 REF: Resolution No. 2873 September 15, 1997 consultation with the appropriate Cities, under the requirement of the,Growth' Management Act, as amended. 3. PUBLIC PROCESS. The designation of USAs in Exhibit A (map) are of interest to a variety of affected parties, including property owners, area residents, the general public, special service districts and the municipalities. 4. RELATIONSHIP TO EXISTING LAWS AND STATUTES. This Agreement in no way modifies nor supersedes existing laws and statues and is consistent with existing laws and statues. In meeting the commitments encompassed in this Agreement, all parties will comply with the requirements of the annexation statutes, Open Meetings Act, State Environmental Policy Act, Growth Management Act and the Pierce County Countywide Planning Policies. 5. RESPONSIBILITIES. A. The Cities acknowledge the USA boundary as shown in Exhibit A. The City of Pacific urban service area boundary will not include any area shown in exhibit A. B. The Cities will only annex territory within their designated USAs. C. The Cities shall conduct a public involvement process that includes, but is not limited to workshops, surveys, or hearings in areas within the USA, prior to the inclusion of any additional areas within the USA. 6. AMENDMENTS, A. A city which desires to modify the USA shall contact the other party to this Agreement to begin discussions regarding urban service area boundary amendments. The Cities agree to participate in such discussions when called. Either Party is authorized to call a meeting upon 30 days written notice. B. Thp proposed modifications shall be supported by written evidence of a significant change in one of the criteria listed in paragraph 6D. Below. The Cities shall concur that the substantial change warrants an amendment to the original designated urban service area. C. A public process shall be conducted regarding an amendment to an urban service area. D. Criteria for Designation.ofPotential Annexation Areas Recognition of resident community identification. Financial and technical ability to provide municipal services. Creation of logical service areas (vehicular accessibility and utility copstruction). Recognition of physical boundaries. Exhibit"A" Resolution No. 2763 Adopted 12/2/96 2 REF: Resolution No. 2873 September 15, 1997 ' Bodies of water Topographical features Watersheds Freeways Protection of critical/resource areas significant to a particular jurisdiction. Protection of critical areas Opportunities for urban separators Logical boundaries. Elimination of unincoporated islands No overlapping potential annexation areas E. The proposed amended USA agreement shall be submitted to the respective legislative authorities for approval. 7. DURATION AND TERMINATION. This Agreement is effective upon signature of both parties and shall continue in effect from year to year unless terminated by a six month written notice by one party to the others. 8. SEVERABILITY CLAUSE. Any provision of this Agreement which is declared invalid or illegal shall in no way affect or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 9. In'DEMNIFICATION. A. The City of Pacific shall indemnify and hold harmless the City of Auburn and its officers, agents and employees, or any of them from any and all claims, actions, suits, liability, loss, costs, expenses and damages of any nature whatsoever, by reason of or arising out of any negligent act or omission of the City of Pacific, its officers, agents and employees, or any of them, in the performance of this Agreement. In the event that any such suit based upon such a claim, action, loss or damage is brought against the City of Auburn, the City of Pacific shall defend the same at its sole cost and expense; provided, that that the City of Auburn reserves the-right to participate in such suit if any principle of governmental or public law is involved. If final judgment be rendered against the City of Auburn and its officers, agents and employees, or any of them, the City of Pacific shall satisfy the same, including all chargeable costs and attorney's fees. B. In executing this Agreement, the City of Pacific does not assume liability ,or responsibility for, or in any way release, the City of Auburn from any liability or responsibility which arises in whole or in part from the existence or affect City of Auburn ordinances, rules or regulations. If any cause, claim, suit, action or administrative proceedings is commenced in which the enforceability and/or validity of any such City of Auburn ordinance, rule or regulation is at issue, the City of Auburn shall defend the same at its sole expense and if judgment is entered or damages are Exhibit "A" Resolution No. 2763 Adopted 12/2/96 3 REF: Resolution No. 2873 September 15, 1997 awarded against the City of Pacific, the City of Auburn shall,satisfy the same. including all chargeable costs and attorney's fees. C. The City of Auburn shall indemnify and hold harmless the City of Pacific and its officers, agents and employees, or any of them, from any and all claims, actions, suits, liability,loss, costs, expenses and damages of any nature whatsoever, by reason of our arising out of any negligent act or omission of the City of Auburn, Its officers, agents or employees or any of .them, relating to or arising out of the performance of this Agreement. In the event that any suit based on such a claim, action, loss or damage is brought against the City of Pacific, the City of.Auburn shall defend the same at its sol.- costs and expense; provided by the City of Auburn retains the right to participate in and suit of any principle of government law is involved; and if final judgment be rendered against the City of Pacific, and its officers, agents and employees, or any of them, the City of Auburn shall satisfy the same, including all chargeable costs and attorney's fees. D. In executing this Agreement, the City of Auburn does not assume liability or responsibility for or in any way release the City of Pacific from any liability or responsibility which arises in whole or in part from the existence or affect City of Pacific ordinances, rules or regulations. If any cause, claim, suit, action or administrative proceedings is commenced in which the enforceability and/or validity of any such City of Pacific ordinance, rule or regulation is at issue, the City of Pacificshalldefendthesameatitssoleexpenseandifjudgmentisenteredordamagesare awarded against the City of Auburn, the City of Pacific shall satisfy the same. including all chargeable costs and attorney's fees. 10. ADMINISTRATION. This Agreement shall be administered by: A. The Mayor of Pacific or the Mayor's designee, and B. The Mayor of Auburn or the Mayor's designee. Exhibit "A" Resolution No. 2763 Adopted 12/2196 4 CITY OF PACIFIC Cheryl ertech Mayor ProTem Date-444,,, .G Approved as to Form: City Attorney CITY OF AUBURN By L,1ti+1 (. " Charles A. Booth Mayor Date O 1 ppro as`o Dorm: 11 City Attorney i BHS\AGREEMTI Exhibit "A" Resolution No. 2763 Adopted 12/2/96 5 711 A A K.,5-1 V P I I I. l.ii J- UI z D 0 U Uj Uj Uj a I I a 7. g Z lo Z D I REF: Resolution No. 2873 Exhibit"A" Resolution No. 2763 September 15, 1997 Adopted 12/2196 REF: Resolution No. 2873 September 15, 1997 AN AGREEMENT BETWEEN THE CITIES OF SUMNEIt AND AUBURN RELATING' TO POTENTIAL ANNEXATION AREA DESIGNATION THIS AGREEMENT is entered into on this I0 day of JuL V, 1996, by and between the City of Sumner, a municipal corporation of the State of Washington (hereinafter referred to as Sumner") and the City of Auburn, a municipal corporation of the State of Washington hereinafter referred to as''Auburn"). WHEREAS, pursuant to RCW 36.70A.110(2), the Washington State Growth Management Act of 1990 as amended, requires each city within Pierce County to propose the location of an urban growth area; and WHEREAS, the King Countywide Planning Policies adopted and approved by Ordinance 10450 on July 6, 1992, by the King County Council and amended by Ordinance 11446 on July 19, 1994 and ratified by cities within King County, establish rules for designating potential annexation areas for cities within the countywide urban growth boundary; and WHEREAS, King Countywide Planning Policy LU-31 states that each city shall designate a Potential Annexation Area (PAA) in collaboration with adjacent counties and cities and King County, and in consultation with residential groups in affected areas; and WHEREAS, Pierce Countywide Planning Policies adopted and approved by Resolution No. R92-86 on June 30, 1992 by the Pierce County Council reestablish rules for designating urban growth areas for cities within Pierce County; and WHEREAS, Pierce Countywide Planning Policy No. 1 on Urban Growth areas states The County shall designate urban growth areas for the County and each municipality in the County based on consultations between the County and each municipality"; and WHEREAS, the Pierce County Comprehensive Plan approved November 29, 1994 by the Pierce County Council establishes procedures for the adoption of Urban Service Areas USA's) as a part of a Comprehensive Urban Growth Area (CUGA). The plan also adopts Urban Service Areas for the jurisdictions within Pierce County. The plan indicates an overlap of the USA's for the Cities of Auburn and Sumner in the general vicinity of an approved private development called Lakeland-, and WHEREAS, it is of mutual interest to Sumner and Auburn to resolve the overlaps between the Potential Annexation Areas in order to allow for continued land use and capital facility planning without threat of litigation or appeals; and WHEREAS, in the spirit of cooperation and mutual understanding, Sumner and Auburn desire to address mutual interests, work together on issues of mutual benefit, and enter into agreements to work constructively on issues of concern; NOW THEREFORE, Exhibit A Resolution No. 2762 August 5, 1996 1 REF: Resolution No. 2873 September 15, 1997 In consideration of the mutual benefits, Sumner and Auburn hereby agree to the terms and conditions as set forth below: SECTION 1. PURPOSE. The purpose of this agreement is to confirm the decision made between Sumner and Auburn for the identification of Potential Annexation Area boundaries and Urban Service Areas. SECTION 2. DEFINITIONS. A. Potential Annexation Area (PAA): is a terns used in the King Countywide Planning Polices meaning the incorporated urban area adjacent to a city, within which urban growth shall be encouraged and phased, and which is expected to annex to the city. Annexation is expected to occur sometime during the next twenty (20) years at which time the city will provide services and utilities. For purposes of this agreement, the term Potential Annexation Area is the same as Urban Service Area (USA) as applied in the Pierce County Comprehensive Plan. B. Urban Growth Areas: means areas proposed by the Sumner and Auburn and designated by the county within which urban growth shall be encouraged and passed and outside of which growth can occur only if it is not urban in nature. C. Urban_Growth Boundary: means the boundary marking the limit between the urban growth areas and other areas such as rural and resource area where urban growth is not permitted. The boundary shall be designated by the county in consultation with Sumner and Auburn,under the requirements of the Growth Management Act, SECTION 3. PUBLIC PROCESS. The designation of PAAs in Exhibit A (map) attached hereto and by this reference made a part of this agreement are of interest to a variety of affected parties, including property owners, area residents, the general public,special service districts and the municipalities. SECTION 4. RELATIONSHIP TO EXISTING LAWS AND STATUES. This Agreement shall in no way modify nor supersede existing laws and statutes and is consistent with existing laws and statutes. In meeting the commitments encompassed in this Agreement, all parties shall comply with the requirements.of the annexation statutes, Open Public Meetings Act, State Environmental Policy Act, Growth Management Act and Countywide Planning Policies for King and Pierce Counties. SECTION 5. RESPONSIBILITIES. A. Sumner and Auburn acknowledge the PAA boundary described in Exhibit A. Exhibit A Resolution No. 2762 2 August 5, 1996 REF: Resolution No. 2873 September 15, 1997 B. Sumner and Auburn shall only annex territory within their designated PAAs. C. Sumner and Auburn shall conduct a public involvement process that includes, but is not limited to, workshops, surveys, or hearings in areas within the PAA prior to the inclusion of any additional areas within the PAA. SECTION 6. JOINT PLANNING Sumner and Auburn shall work cooperatively together in the planning and delivery of services to the respective PAA to the extent feasible as described below: A. Sumner and Auburn shall initiate discussions between staff to review the feasibility of sharing the costs associated with the construction and operation of a water storage facility. Both cities shall also explore the possibility of shared water resources. B. Sumner and Auburn shall work cooperatively on other issues of mutual concern_ which may arise including: 1. Design, funding, and construction of the 8" Street Corridor from Lake Tapps to SR 1671; 2. Railroad traffic and the mitigation of increased rail activity on transportation; 3. Mitigation of stormwater impacts to the valley; 4. Modifications to the Mud Mountain Dam to reduce base flood levels; 5. Joint fire services and operations such as training, hazardous spill response, mutual aide,and special operations; 6. Bicycle and pedestrian trails connecting the Sumner and Auburn; 7. Watershed planning and management related to the Stuck (White) River and its tributaries; and 8. Joint planning and participation with Pierce County. SECTION 7. AMENDMENTS. A. A city which desires to modify the Potential Annexation Area shall contact the other party to this Agreement to begin discussions regarding potential annexation or boundary amendments. Sumner and Auburn agree to participate in such discussions when called. Either city is authorized to call a meeting upon providing the other city has at least a thirty (30) day written notice. B. The proposed amendments shall be supported by written evidence of a significant change in one of the criteria listed in paragraph 7D below, Sumner and Auburn shall concur that the substantial change warrants an'amendment to the original designated PAA. C. A public process shall be conducted regarding an amendment, to a potential annexation area as described in 5(c)above. Exhibit A Resolution No. 2762 3 August 5, 1996 REF: Resolution No. 2873 September 15, 1997 D. Criteria for Designation of Potential Annexation Areas 1. Recognition of resident community identification. 2. Financial and technical ability to provide municipal services. 3. Creation of logical service areas (vehicular accessibility and availability of utility service). 4. Recognition of physical boundaries. bodies of water topographical features watersheds freeways 5. Protection of critical/resource areas significant to a particular jurisdiction. protection of critical areas opportunities for urban separators 6. Logical boundaries. elimination of unincorporated islands no overlapping potential annexation areas E. The proposed amended PAA agreement shall be submitted to the respective legislative authorities for approval. SECTION 8. DURATION AND TERMENATION. This Agreement shall be in effect upon signature of both parties and shall continue in effect from year to year unless terminated by a six month written notice by one party to the others. SECTION 9. SEVERABILITY CLAUSE. Any provision of this Agreement which is declared invalid or illegal shall in no way affect or invalidate any other provision hereof and such other provisions shall remain in full force and effect. Exhibit A Resolution No. 2762 August 5, 1996 4 REF: Resolution No. 2873 f September 15, 1997 SECTION 10 ADMINISTRATION. This Agreement shall be administered by the Mayor of the City of Sumner and the City of Auburn,or their designees. CITY OF SUMNER CITY OF AUBURN i Robert A. Moltke, Mayor Charles A. Booth, Mayor 7-14, Date Date Attest: Attest: zo,X, City Clerk City Clerk Approved as to form: Approved as to form: r, Attorney City Attorney 5 Exhibit A Resolution No. 2762 August 5, 1996 REF: Resolution No. 2873 September 15, 1997 t i,'_`1 'fir.9 p., r; ,.•Y A Auburn'Pacific U.yi r. ,,•. ••.• r' 1'..+ ts-K M:, C r.L tV re'!':}i j1' IYf`f' ,I:° 'v+:f>N• :{'l •'y.v vv1:r• t:':.• 1,• . i•''i' ' 7'::.v .• g T;7''• , 'C' 'ilr , yk .r' n.. •,,fir;;:y,.:•h. +=' .i;'• drat d -•(+: > 'f'd lam.cl lCli,ie')h I:.- _ 111!'..1' Sr:,. .V•:I.r •+ y CAS;.' allCi• r /// 4• \.•a r. l ; ; r r.'isr.,':y'rJY nLVr vf'.C'tl P6•':j' .f-:;. ,° !,.:5 a' 1.?r,M1,::1:;l7h sh r,C Vp-'/ch f,[yr,++ .•r'd'T. l ir• r; pp.ILp 1X31'1 1•" r ?- - , Ir' • 1.., 1.,'+ 5 I, „;`:.:1. 1. ,!. I' .[.7: 'ft:;(1:;'`k`'^Ij 'tfJl. 'i!X' - x• Q N n;ai.;'e i•` 1• •u•O}..::p.. G..r=;.1•.:`.-;4'al l., :;r Wisi• :' ! i •.1 1x:+1: i, r' a. i .li' -., y^(Cl r/'!` y:: 1''. _ r. .Y.' .%i.. l' 1. r I,f'^• ll.:I:aCAi Sri O r-'••,...r+'X31/;n rtf;,,a -q:` r :{',;err,.' 1P, 1 Exhlbft A Resolution No. 276: 0 Auc• =" 5: 1996 X November 19, 2015 Chad Williams, Senior Planner Pierce County Department of Planning and Land Services 2401 South 35th Street Tacoma, WA 98409 RE: Service Area Agreement Dear Chad Williams On November 16, 2015 the City of Auburn City Council passed Resolution 5182 authorizing a water service area agreement between the City of Auburn and Pierce County. I have included a fully signed original. Please send me a recorded copy of the agreement at your earliest convenience. Thank you. City of Auburn Attn: Shawn Campbell 25 West Main Street Auburn, WA 98001 Sincerely, Shawn Campbell Deputy City Clerk ORDINANCE NO. 6.6.2 4 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RATIFYING THE FRANCHISE AGREEMENT WITH LAKEHAVEN UTILITY DISTRICT ADOPTED BY RESOLUTION NO. 3650 WHEREAS, the Lakehaven Utility District currently owns, operates, and maintains a water system within the City of Auburn's public rights-of-way within the City of Auburn corporate boundary; and WHEREAS, in 2004, the City and Lakehaven Utility District negotiated a franchise agreement that was approved by the City Council through Resolution Number 3650; and WHEREAS, Revised Code of Washington 35A.47.040 includes certain procedural requirements not typically followed when adopting a resolution; and WHEREAS, the City wishes to ensure that the benefits and obligations inured to Lakehaven Utility District through Resolution Number 3650 are not invalidated by any procedural deficiency; and WHEREAS, ratification of Resolution Number 3650 by this Ordinance will resolve any omission in the procedural requirements of RCW 35A.47.040 and conform to the City's standard practice of franchise adoption by ordinance; and WHEREAS, following proper notice, the City Council held a public hearing on ratification of Resolution Number 3650; at which time interested citizens were heard in a full public proceeding affording opportunity for comment by any and all persons desiring to be heard; and Ordinance No. 6624 October 10, 2016 Page 1 of 3 WHEREAS, from information presented at such public hearing, and from facts and circumstances developed or discovered through independent study and investigation, the City Council now deems it appropriate and in the best interest of the City and its inhabitants that Resolution Number 3650 be ratified. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, DO ORDAIN as follows: Section 1. Grant of Franchise The provisions of Resolution Number 3650, attached hereto as Exhibit A and incorporated herein by this reference, are hereby adopted as if fully set forth herein. Section 2. Implementation. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directions of this legislation. Section 3. Severability. The provisions of this ordinance are declared to be separate and severable. The invalidity of any clause, sentence, paragraph, subdivision, section or portion of this ordinance, or the invalidity of the application thereof to any person or circumstance shall not affect the validity of the remainder of this ordinance, or the validity of its application to other persons or circumstances. Section 4. Effective date. This Ordinance shall take effect and be in force five days from and after its passage, approval and publication as provided by law. NOV 21 2016 INTRODUCED: PASSED:NOV 21 2016 APPROVED: NOV 21 2016 Ordinance No. 6624 October 10, 2016 Page 2 of 3 CITY OF AUBURN ANCY B DS, MAYOR ATTEST: Danielle E. Daskam, City Clerk AP' ' o VEDA• TO F1 RM: 4 1 niel B-t -'., City 7ttorney to Ordinance No. 6624 October 10, 2016 Page 3 of 3 RESOLUTION NO. 3 6 5 0 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE A FRANCHISE AGREEMENT BETWEEN THE LAKEHAVEN UTILITY DISTRICT AND THE CITY OF AUBURN, ALLOWING THE LAKEHAVEN UTILITY DISTRICT TO CONNECT, INSTALL, OPERATE, MAINTAIN AND REPAIR WATER SYSTEM, FACILITIES, AND APPURTENANCES IN, OVER, ALONG, ACROSS AND UNDER THE FRANCHISE AREA FOR THE PURPOSE OF PROVIDING WATER SERVICE WHEREAS, the Lakehaven Utility District currently owns, operates, and maintains a water system within Auburn's public right of way located in the franchise area; and WHEREAS, the Lakehaven Utility District is seeking a new comprehensive franchise with Auburn for public water facilities installed within Auburn's current and future public right of way; and WHEREAS, in order to maintain control over the use of City of Auburn right-of-ways by utilities operating within the City of Auburn, it is appropriate to enter into franchise agreements with such utilities; and WHEREAS, Lakehaven Utility District is such a utility, and has negotiated this franchise agreement with the City of Auburn acceptable to both parties; and Resolution No.3650 January 20,2004 Page 1 WHEREAS, the City of Auburn has determined that it is in the best interests of the public to grant the Lakehaven Utility District a water franchise on the terms and conditions set for in this Agreement. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The Mayor of the City of Auburn is herewith authorized to execute a Franchise Agreement between the Lakehaven Utility District and the City of Auburn in substantial conformity with the Agreement attached hereto, marked as Exhibit"A" and incorporated herein by this reference. Section 2. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Section 3. This resolution shall be in full force and effect upon passage and signatures hereon. Resolution No.3650 January 20,2004 Page 2 DATED this day of4 a.47 , 2004. CITY OF AUBURN PETER B. LEWIS MAYOR ATTEST: ke14&)( Danielle E. Daskam, City Clerk APPR P D TO FORM: Daniel B. He City Attorney Resolution No.3650 January 20,2004 Page 3 I IIIII y l III {LII 1Iu` Ip11i I` 11 IjSII Ip fII''y I IiI 1111 I1t IIli I!II `i, I i 2004/108001724 34.0 ss1 t ®is " Return Address: KBNT141dA8 Auburn City Clerk City of Auburn 25 West Main St. Auburn, WA 98001 RECORDER'S COVER SHEET Document Title(s) (or transactions contained therein): Franchise Agreement (Resolution No. 3650)1 ( 3 Lj ,Nv t" Reference Number(s) of Documents assigned or released: IN Z ( - I a._ DAdditional reference#'s on page of document Grantor(s)/Borrower(s) (Last name first, then first name and initials) Auburn, City of Grantee/Assignee/Beneficiary: (Last name first); x . 1. Lakehaven Utility Distract 4.3 i :!•`? Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) PER RCW 39.34 Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number N/A 0 Assessor Tax#not yet assigned EXHIBIT "A" CITY OF AUBURN, WASHINGTON WATER FRANCHISE AGREEMENT WITH THE LAKEHAVEN UTILITY DISTRICT THIS F NCHISE AGREEMENT, made and entered into this Z.3 1 day of 2004, by and between the CITY OF AUBURN, Washington and the KEHAVEN UTILITY DISTRICT: WITNESSETH: WHEREAS, the Lakehaven Utility District currently owns,operates,and maintains a water system within Auburn's public right-of-way located in the franchise area; and WHEREAS the Lakehaven Utility District is seeking to establish a comprehensive franchise with the City of Auburn for water system lines within Auburn's current and future public right-of-way; and WHEREAS, in order to maintain control over the use of City of Auburn rights-of-way by utilities operating within the City of Auburn, it is appropriate to enter into franchise agreements with such utilities; and WHEREAS, Lakehaven Utility District is such a utility, and has negotiated this franchise agreement with the City of Auburn acceptable to both parties; and WHEREAS, the City of Auburn has determined that it is in the best interests of the public to grant the Lakehaven Utility District a franchise on the terms and conditions set forth in this franchise agreement. NOW, THEREFORE THE CITY OF AUBURN AND THE LAKEHAVEN UTILITY DISTRICT AGREE AS FOLLOWS: SECTION 1 DEFINITIONS Where used in this franchise agreement ("Franchise"), the following definitions shall apply: 1.1 Franchisee"means the Lakehaven Utility District,a Washington municipal corporation, and its respective successors and assigns. 1.2 City" means the City of Auburn, a Washington municipal corporation. 1.3 Franchise Area" means all of the public roads, streets, avenues, alleys, highways, and other rights-of-way of the City as now laid out, platted, dedicated or improved; and any and all public City roads,streets, avenues,alleys, highways,and other rights-of-way that may hereafter be laid out, platted, dedicated or improved within theareainwhichtheCityhasjurisdiction, as described in Attachment 1 and as depicted in Exhibit W,Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 1 of 12 Attachment 2, both attachments attached hereto,which is by this reference incorporated as if fully set forth herein; provided, that the Franchise Area shall not include or convey any right to the Franchisee to install facilities on, or to otherwise use, City owned or leased properties; and provided that the terms of this franchise (i.e., permitting and enforcement) shall not apply to those public roads, streets, avenues, alleys, highways, and other rights-of-way that may hereafter be laid out, platted, dedicated or improved within the area as described in Attachment 1 and depicted in Attachment 2 until such time that the City has assumed jurisdiction thereof. 1.4 Facilities" means the Franchisee's water system, lines, mains, pump stations, appurtenances, and all other necessary or convenient appurtenances for the purpose of providing water service. SECTION 2 FRANCHISE GRANT Subject to the terms and conditions set forth in this Franchise, the City grants to the Franchisee the right to construct, own and maintain its Facilities, including,but not limited to,water pipelines, pump stations, and appurtenances within the City's public right-of-way and the Franchisee's water service area. In exercising authority to construct and install its Facilities and to excavate trenches in City roads for the purposes of constructing, installing, operating, maintaining, removing, and replacing its Facilities, and making connections between the same to the dwellings and other buildings of the consumers,the Franchisee shall be governed by and conform to the general rules adopted by the Public Works Department of the City, and the Franchisee, at no expense to the City, shall complete all work and shall replace and restore the City roads to the condition of the City roads existing immediately prior to such disturbance; PROVIDED, HOWEVER, that no such work shall be done prior to the obtaining of a permit therefor issued by the City's Public Works Director (hereinafter "Director"), which permit shall set forth conditions pertaining to the work to be done and specifications for the restoration of the roads to the same condition as they were immediately prior to such work. If the Franchisee does not repair the City roads to the satisfaction ofthe Director,the City may, at its sole discretion, repair such City roads, or cause them to be repaired, and the Franchisee hereby agrees to reimburse the City for the cost of such work, including reasonable overhead costs. SECTION 3 FRANCHISE TERM This Franchise shall take full force and effect five calendar days after being approved by the City, and shall be valid for a period of 25 years, expiring in 2029; provided, that thisFranchiseshallnottakeeffectandtheFranchiseeshallhavenorightsunderthis Franchise unless the Franchisee files a written acceptance of this Franchise with the City pursuant to Section 4 of this Franchise. SECTION 4 ACCEPTANCE BY FRANCHISEE OF TERMS AND CONDITIONS The full acceptance of this Franchise and all of its terms and conditions shall be filed with the City Clerk within forty-five (45) days from the date of the resolution approving this Franchise by the Franchisee's duly elected Board of Commissioners. Full acceptance of this Franchise is a condition precedent to its taking effect, and unless this Franchise is Exhibit"A",Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 2 of 12 accepted within the time specified, this grant will be null and void and have no force or effect. SECTION 5 NON-EXCLUSIVE FRANCHISE This Franchise is not exclusive. It does not prohibit the City from granting franchises for other public or private utilities in, over, along, across, and under any City property, including the Franchise Area. This Franchise does not prevent or prohibit the City from constructing, altering, maintaining or using any of the Franchise Area. The City retainsfullpowertomakeallchanges, relocations; repair, maintenance or other work to or in the Franchise Area as the City deems fit. SECTION 6 JURISDICTION This Franchise is intended to convey limited rights and interest only as to those roads and rights-of-way in which the City has an actual interest within the Franchise Area. It is not a warranty of title or of interest in City road rights-of-way. None of the rights granted to theFranchiseeshallaffectthejurisdictionoftheCityoverCityroadrights-of-way or the City's power to perform work upon its roadways, rights-of-way or appurtenant drainage facilities including by constructing, altering, renewing, paving, widening, grading, blasting or excavating. The parties shall comply with all applicable rules and regulations pertaining to them in connection with the matters covered herein. SECTION 7 REGULATION OF USE AND CONTROL This Franchise does not deprive the City of any powers,rights, or privileges it now has or may later acquire in the future to regulate the use of and to control the City road rights-of- way covered by this Franchise. The City reserves the right and power at all times to exercise its police powers with respect to the time, manner and location ofthe placement of the Franchisee's Facilities. SECTION 8 EMINENT DOMAIN This Franchise and the limited rights and interests granted by this Franchise are subject to the exercise of eminent domain. In the event of an exercise of eminent domain by the City,the value to be attributed to all the rights and interests granted under this Franchise shall not exceed the actual amount the Franchisee paid to the City in obtaining this Franchise. SECTION 9 VACATION If at any time the City vacates any City rights-of-way covered by this Franchise,the City will not be held liable for any damages or loss to the Franchisee by reason of such vacation. The City may, after giving thirty (30) days written notice to the Franchisee, terminate this Franchise with respect to any City road or rights-of-way vacated. However, should Franchisee notify the City that an easement is required for existing or proposed facilities within the proposed vacation area, the City shall withhold approval of such vacation until the Franchisee has notified the City that the necessary easement(s) have been secured, or provisions otherwise made to maintain the viability and use of existing Facilities. Exhibit'A',Auburn Resolution No. 3650 Auburn-Lakehaven Water Franchise Page 3 of 12 SECTION 10 ENFORCEMENT The City's failure to enforce any provision of this Franchise does not constitute a waiver of its right to enforce that provision or any other provision of this Franchise. SECTION 11 INDEMNITY AND HOLD HARMLESS 11.1 The Franchisee shall defend, indemnify and hold harmless the City, its appointed and elected officials, and its employees and agents from and against liability for all claims, actions, injuries, demands, liabilities, losses, costs, damages and judgments, including costs of defense thereof, (collectively referred to as"damages")for injury to persons, death or property damage caused by, arising out of, or incidental to the Franchisee's exercise of the rights and privileges granted by this Franchise, except for damages caused by or arising out of the City's sole negligence. In the event that any such claim or demand for damages is presented to or filed with the City, or if any suit or action is initiated against the City based on such claims or demands for damages, the City shall promptly notify the Franchisee of the claim, demand, suit or action and the Franchisee shall have the right, at its election and its sole cost and expense,to settle and compromise such claim, demand, suit or action, or defend the same at the Franchisee's sole cost and expense. 11.2 If it is determined that RCW 4.24.115 applies to this Franchise, the Franchisee agrees to defend, hold harmless and indemnify the City to the maximum extent permitted under that statute, and specifically for the Franchisee's negligence concurrent with that of the City to the full extent of the Franchisee's negligence. SECTION 12 INSURANCE 12.1 The Franchisee shall keep a policy of insurance in force with a minimum limit of five million dollars ($5,000,000.00). Verification of insurance coverage is a condition precedent to the effectiveness of this Franchise. 12.2 The insurance shall be maintained in full force and effect at the Franchisee's sole expense throughout the term of the Franchise, and, should such insurance be terminated, this Franchise shall terminate as of the date of the termination of insurance coverage. 12.3 The coverage provided by the Franchisee's insurance policies shall be primary to any insurance maintained by the City, except as to losses or damages attributable to the sole negligence of the City. Any insurance maintained by the City that might relate to this Franchise shall be in excess to the Franchisee's insurance and shall not contribute with or to it. The City has no obligation to report occurrences to the insurance companies unless a claim is filed with the City's City Council;and the City has no obligations to pay the Franchisee's premiums. 12A The Franchisee shall be solely and completely responsible to perform all work related to this Franchise in compliance with all applicable federal, state, county and city statutes, rules, regulations, ordinances, orders and codes. The Franchisee's attention is directed to the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. The Franchisee shall be solely and completely responsible for Exhibit°A',Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 4 of 12 safety and safety conditions on its job sites and for its work within the Franchise Area, including the safety of all persons and property during performance of any works therein. The services of the City or City's consultant personnel in conducting construction review of the Franchisee's work relating to the Franchise is not intended to include review of the adequacy of the Franchisee's work methods, equipment, scaffolding, or trenching, or safety measures in, on or near such Franchise Area or job site. The Franchisee shall provide safe access for the City and its inspectors to adequately inspect the work and its conformance with applicable statutes, ordinances, rules, regulations, and the Franchise. SECTION 13 INSTALLATION, REPAIR, REMOVAL OR RELOCATION 13.1 The Franchisee shall, at no expense to the City, expeditiously repair all existing Facilities that it owns within the Franchise Area, including any damage caused directly or indirectly by its Facilities, all appurtenant Facilities and service lines connecting its system to users, if the City requires such repair for any reasonable purpose. 13.2 The Franchisee shall, at no expense to the City, adjust, remove or relocate existing Facilities within the Franchise Area, including all appurtenant Facilities and service.lines connecting its system to users, if the City determines such adjustment, removal or relocation is reasonably necessary to allow for an improvement or alteration planned by the City. The City shall give the Franchisee written notice of such requirement as soon as practicable. The written notice shall include all available information, such as plans and specifications, as is reasonably necessary for the Franchisee to plan for such adjustment, removal or relocation. 13.3 Franchisee's Facilities shall be constructed, installed, maintained and repaired within the Franchise Area so as to provide safety of persons and property, and not interfere with the free passage of traffic, all in accordance with the laws ofthe State of Washington, and the ordinances, resolutions, rules and regulations of the City. 13.4 For projects that are a part of the City's capital improvement program, in addition to any other notice given to the Franchisee, the City shall provide a copy of the capital improvementplan and six (6) year transportation improvement plan when requested. Further, the City shall provide a horizontal plan and vertical profile of the roadway and drainage facilities within it, both existing and as proposed by the City, and the proposed construction schedule. The initial design information shall be given at least one hundred and eighty (180)days before construction is scheduled to begin, except in cases of urgent construction or emergencies. The Franchisee shall respond to this notice, and to any later notices of revised designs,within twenty(20) days of the date of the notice, by providing to the City the Franchisee's best available information as to the location of all the Franchisee's Facilities, including all appurtenant Facilities and service lines connecting its system to users, and all Facilities that it has abandoned, within the area proposed for the project. 13.5 The City shall offer the Franchisee the opportunity to participate in the preparation of bid documents for the selection ofa contractor to perform the public works project as well as all required adjustments, removals or relocations of the Franchisee's Facilities. The City shall have sole authority to choose the contractor to perform such Exhibit"A",Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 5 of 12 work. Such bid documents shall provide for an appropriate cost allocation between the parties. In addition to the Franchisee's allocation of contractor costs,the Franchisee shall reimburse the City for all costs, to include but not be limited to legal, engineering, inspections, administration and/or soils testing, related to the Franchisee's work and reasonably incurred by the City in the administration of such joint construction contracts. Such costs shall include the direct salary cost of the time of City professional and technical personnel, including the City's consultants,spent productively engaged in such work, plus overhead costs at the standard rate charged by the City on other similar projects. The specific terms of the joint participation on any public work shall be as set forth in a written agreement between the parties. 13.6 It is understood that emergency situations may arise that could threaten public health and/or continued operation of the Franchisee's utility system and the Franchisee may be unable to notify the City in the manner prescribed in Section 14 ofthis Franchise. In such a situation the Franchisee shall immediately correct the hazardous situation and continue to use best efforts to contact the City staff. The Emergency Phone Number for the City of Auburn is (253) 931-3048, and that for the Lakehaven Utility District is(253)941-1516. Dialing 911 is advised for emergency situations that may result in imminent threats to life and/or property. SECTION 14 REQUIREMENT OF CONSTRUCTION PERMITS 14.1 The Franchisee has the right, privilege and authority to enter the City road rights-of-way for the purpose of constructing, installing, operating, maintaining, replacing or repairing its Facilities on the condition that it obtains construction, excavation, and right-of-way use permits issued by the City. Any work performed,whether by Franchisee, its contractors, or third parties, shall include necessary paving,patching,grading and any other reasonably necessary repair or restoration to the City rights-of-way. All work shall be done to the City's satisfaction. 14.2 All equipment, pipelines and appurtenances which are used in the construction, installation, operation, maintenance or repair of the Franchisee's Facilities and which are located within the City road rights-of-way and owned by the Franchisee shall be considered to be part of the Franchisee's system and shall be the responsibility of the Franchisee. All permits for the construction,installation,operation,maintenance or repair of the Franchisee's system shall be applied for and given in the name of the Franchisee, who will be responsible for all work done under the permit. The Franchisee remains responsible whether the work is performed by the Franchisee, its contractors, or by third parties. 14.3 When required by the City's Public Works Director, the Franchisee shall post a bond to the City in the amount sufficient for any road repair or restoration. The amount of the bond shall be set by the City and must be filed with the City before a permit will be issued. Exhibit'A",Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 6 of 12 SECTION 15 PERFORMANCE OF WORK 15.1 Any work performed by the Franchisee in the Franchise Area shall. conform to all City ordinances and requirements including, but not limited to,Auburn City Code and the City's Design and Construction Standards in force when the work is performed. All traffic control shall conform to the current edition of the Manual of Uniform Traffic Control Devices in force when the work is performed. 15.2 If work performed under this Franchise makes it necessary to turn off or diminish water pressure or potential flow to any fire hydrant, the Franchisee shall notify the City's Fire Department by telephone and by written notice, that water pressure or fire flow conditions have been affected. Except in the case of an emergency,the notice shall be provided at least 48 hours prior to the water pressure or potential flow being suspended or diminished. If more than one fire hydrant will be affected, the Franchisee shall provide a map of the affected area to the Fire Department. Out-of-service fire hydrants must be identified as not operational by covering with a properly secured burlap or plastic bag. Fire hydrants should be returned to full service as soon as reasonably possible or no longer than two working days from the date service was suspended or diminished. The Franchisee shall notify the City's Fire Department when the hydrant(s) is/are returned to full service. SECTION 16 RESTORATION OF CITY RIGHTS-OF-WAY After performing work on, under or adjacent to City road rights-of-way,the Franchisee is responsible for and shall leave all City road rights-of-way in the condition of the City road rights-of-way existing immediately prior to such disturbance. If the Franchisee, its contractors, or third parties working under permit should fail to diligently restore City road rights-of-way to the satisfaction of the City, the City may make such repairs or restorations as are necessary to return the City road rights-of-way to a condition reasonably comparable to the condition of the City road rights-of-way existing immediately prior to such disturbance. Upon presentation of an itemized invoice for repairs or restorations, including all applicable costs, both direct and indirect, to include, but not be limited to, the cost of labor, tools, materials and equipment, the Franchisee shall pay the invoice within sixty-five (65) days of its receipt and approval. SECTION 17 INFORMATION ON LOCATION OF FACILITIES The Franchisee shall provide the City with all information requested by the City regarding the location of the Franchisee's current Facilities, including, but not limited to,copies of all record drawings for such Facilities. If the Franchisee performs any work to install,repair, reconstruct, or replace Facilities in the Franchise Area after this Franchise's effective date, the Franchisee shall provide the City with all information requested by the City regarding the location of those Facilities, including, but not limited to, copies of record drawings. Exhibit°A°,Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 7 of 12 SECTION 18 COORDINATION OF WORK IN FRANCHISE AREA To facilitate the coordination of work in City rights-of-way, if either the Franchisee or the City plans to make excavations in the Franchise Area,the party planning such excavationshallprovidewrittennoticetotheotheroftheplannedexcavation, affording the other party the opportunity to share in the excavation; provided,that(1)such joint use shall not unreasonably delay the work of the party causing the excavation to be made, (2) such joint use shall be arranged and accomplished on terms and conditions satisfactory to both parties, and (3) either party may deny such request for safety reasons. SECTION 19 BLASTING REQUIREMENTS The Franchisee's right to construct, install, operate, maintain and repair Facilities does not preclude the City, its agents or contractors from blasting,grading, or doing other road work contiguous to the Franchisee's Facilities. When practical, the City shall give the Franchisee forty-eight (48) hours notice of blasting or excavating. SECTION 20 SURVEY MARKERS AND MONUMENTS Before any work is performed under this Franchise,the Franchisee shall establish two ormorereferencemarkstoallmonumentsandmarkersofeverynaturerelatingto subdivisions, plats, rights-of-way, and all other surveys. The reference points shall be located so that they will not be disturbed during any of Franchisee's operations under this Franchise. The method of referencing monuments or other markers or points shall be approved by the City before placement. The replacement of all markers or monuments disturbed during any construction of the Franchisee shall be made as promptly as conditions permit. The cost of monuments or markers lost, destroyed, or disturbed and the expense or replacement with approved markers or monuments shall be borne by the Franchisee. SECTION 21 RESERVATION OF RIGHTS 21.1 The City reserves the right to impose, to the extent authorized by law, a utility tax on the Franchisee and/or to charge the Franchisee a reasonable fee for services provided or rights granted under this Franchise. 21.2 The Franchisee agrees that it shall be subject to all authority now or later possessed by the City or any other governing body having competent jurisdiction to fix just, reasonable and compensatory rates for services under this Franchise. 21.3 The City reserves the right, upon thirty (30) days written notice to the Franchisee, to amend or modify the provisions or conditions of this Franchise to conform to any state, county, federal, or City statute, ordinance, rule or regulation. The City mayterminatethisFranchiseuponthirty (30) days written notice to the Franchisee if the Franchisee fails or refuses to comply with such amendment or modification. Exhibit A.Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 8 of 12 SECTION 22 ASSIGNMENT The Franchisee shall not have the right to assign this Franchise without the written consent of the City. No assignment shall be effective unless an acceptance by the assignee of all rights, conditions, terms, provisions and responsibilities contained within the Franchise, as well as surety bonds which the City deems necessary to be posted,are received as allowed by law. The City's approval of the assignment may be made subject to the assignee's acceptance of new or modified terms of the Franchise. SECTION 23 PENALTY FOR VIOLATION OF CONDITIONS If the Franchisee fails to comply with any material term, condition or responsibility under this Franchise,the City may provide the Franchisee with written notice of the City's intent to revoke the Franchise if the Franchisee's failure is not cured within thirty (30) days of the date of the notice. During the thirty (30) days following the date of the notice, the Franchisee shall have the opportunity to remedy the failure to comply. A public hearing shall be scheduled before the Auburn City Council at least thirty(30) days following the notification on the issue of the revocation. If at the hearing, the City Council finds that grounds exist to revoke the Franchise under this paragraph and that the revocation is in the public interest, the City Council may by resolution revoke the Franchise. The revocation shall be effective ninety (90) days after the public hearing. SECTION 24 EXPIRATION AND RENEWAL 24.1 If the Franchisee requests a renewal ofthis Franchise prior to its expiration date, which renewal shall be granted, on terms reasonable to the parties, unless the City can demonstrate, in good faith,that such renewal would be contrary to its operation of the right of way, the City may, at the City's sole discretion, extend the term of this Franchise for up to one year beyond the expiration date to allow for processing of the renewal If the City elects to extend the term of this Franchise,written notice of the extension shall be provided to the Franchisee prior to the Franchise expiration date. 24.2 If the Franchisee has not requested a renewal of this Franchise prior to its expiration date,the City has the right, upon thirty(30)day's prior notice to the Franchisee, to remove or relocate any of the Franchisee's Facilities as is reasonably necessaryfor the public's health,welfare or safety,or for the construction, alteration,or improvement of the Franchise Area,or for the construction or installation of lines or facilities of other franchise holders. The Franchisee shall be liable for costs incurred in any removal or relocation of the Franchisee's Facilities under this section. 24.3 Upon the expiration of this Franchise, the Franchisee shall continue to be responsible for the operation and maintenance of the Franchisee's existing facilities in the Franchise Area, but shall not have the right to provide additional services. This Section and Sections 11, 13, 14, 15, 16, 18, and 20 of this Franchise shall continue in force until such time as the Franchisee's Facilities are abandoned to the City's satisfaction. Exhibit"A",Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 9 of 12 SECTION 25 COMPLIANCE WITH LAWS The Franchisee shall conform to all applicable federal, state and local laws and regulations including,but not limited to,the State Environmental Policy Act and the City's Environmental Standards and Ordinances. SECTION 26 NON-DISCRIMINATION CLAUSE In all hiring or employment made possible or resulting from this Franchise,there shall benodiscriminationagainstanyemployeeorapplicantforemploymentbecauseofsex, sexual orientation, age, race, color, national origin, marital status or the presence of any sensory, mental, or physical handicap, unless based upon a bona fide occupation qualification. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Franchise on the grounds of sex, sexual orientation, race, color, national origin, age, except minimum age and retirement provisions, marital status, or the presence of any sensory, mental or physical handicap. SECTION 27 NOTICE All notices between the two agencies hereunder may be delivered or mailed. If mailed, they shall be sent to the following respective addresses: City of Auburn: Lakehaven Utility District: City Engineer General Manager 25 West Main Street 31627 1st Ave South Auburn, WA 98001-4998 PO Box 4249 Tel: 253-931-3010 Federal Way, WA 98063-4249 Tel: 253-941-1516 or to such other representative addresses as either party may hereafter from time to time designate in writing. All notices and payments mailed by regular post(including first class)shall be deemed to have been given on the second business day following the date of mailing, if properly mailed and addressed. Notices and payments sent by certified or registered mail shall be deemed to have been given on the day next following the date of mailing, if properly mailed and addressed. For all types of mail,the postmark affixed by theUnitedStatesPostalServiceshallbeconclusiveevidenceofthedateofmailing. If an emergency situation develops, it is recommended that the City or the Franchisee call 911 to solicit an emergency response. SECTION 28 ATTORNEYS' FEES If either party shall be required to bring any action to enforce any provision of thisFranchise, or shall be required to defend any action brought by the other party with respect to this Franchise, and in the further event that one party shall substantially prevail in such action, the losing party shall, in addition to all other payments required therein, pay all of the prevailing party's reasonable costs in connection with such action, including such sumsasthecourtorcourtsmayadjudgereasonableasattorney's fees in trial court and in appellate courts. Exhibit'A' Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 10 of 12 SECTION 29 SEVERANCE If any term, provision, condition or portion of this Franchise is held to be invalid, such invalidity shall not affect the validity ofthe remaining portions of this Franchise which shall continue in full force and effect, unless the dominant purpose of the Franchise would be prevented or the public interest would no longer be served, as determined by the City. SECTION 30 EFFECTIVE DATE The resolution approving the Franchise, having been introduced at least five days prior to its date of passage and submitted to the city attorney, and being approved by at least a majority of the entire city council at a regular city council meeting,shall take effect and be in force five calendar days after its passage and approval by both parties to this Franchise. SECTION 31 EXISTING UTILITIES This Franchise shall govern existing and future water system facilities currently owned, operated and maintained by Lakehaven Utility District within the City of Auburn. SECTION 32 DISPUTE RESOLUTION In the event that a dispute arises with regard to the terms of this Franchise Agreement, either party may request that the dispute be submitted to non-binding mediation or arbitration prior to court action. Such request for non-binding mediation or arbitration shall be made in writing and mailed by first class, U.S. Mail to the other party. The mediator or arbitrator shall be chosen by agreement of the parties. Either party may refuse to submit to the dispute resolution process. Refusal to engage in the dispute resolution process shall not prejudice the refusing party in any way. Exhibit'A',Auburn Resolution No. 3650 Auburn—Lakehaven Water Franchise Page 11 of 12 IN WITNESS WHEREOF the parties hereto have executed this Franchise Agreement as of the day and year first above written. LAKEHAVEN UTILITY DISTRICT Approved by Resolution No. acvl /oo6 of the kehaven Utility District, Federal Way, Washington, at its regularular meetingheld on they da of JaKua 2004.9 9 Y By: k1 / ft. Donald T. Perry, Ge 0 al Manager Lakehaven Utility District Approved as to form: r1A},,, 4 Steven H. Pritchett, General Counsel Lakehaven Utility District CITY OF AUBURN By: Peter B. Lewis, Mayor City of Auburn Attst: 1..&) 24-CC S' Danielle Daskam, City Clerk A! .'r =d r lrJ niel B. .el. it Attor ey AUBURN RESOLUTION NO: 3650 LAKEHAVEN REFERENCE NUMBER: 2454-/dog Exhibit"A",Auburn Resolution No. 3650 Auburn-Lakehaven Water Franchise Page 12 of 12 Attachment Auburn Ordinance No. 3650 Description of Lakehaven Utility District's Water Franchise Area BEGINNING AT THE SOUTHWEST CORNER OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; THENCE NORTH ALONG THE WEST LINE OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23 AND THE SOUTHEAST CORNER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 15; THENCE NORTHERLY ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; THENCE NORTHERLY ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 10 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; THENCE NORTHERLY ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 3 TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; THENCE NORTHERLY ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 34 TO THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF SAID SECTION 34; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER OF SAID SECTION 34 TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.; THENCE EASTERLY ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 35 TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 22 NORTH, RANGE 4 EAST,W.M.; THENCE EASTERLY ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 36 TO THE NORTHEAST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 36; THENCE SOUTHERLY ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 36 TO THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 1, TOWNSHIP 21 NORTH, RANGE 4 EAST,W.M.; Attachment 1;Auburn Ordinance No.3650 Page 1 of 2 1 I THENCE SOUTHERLY ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 1 TO THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 1; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID SECTION 1 TO THE NORTHEAST CORNER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 11 TO THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 14 TO THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 4 EAST,W.M.; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID SECTION 23 TO THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID SECTION 23 TO THE POINT OF BEGINNING. SITUATE IN KING COUNTY, WASHINGTON. Attachment 1,Auburn Ordinance No.3650 Page 2 of 2 St. 1 g1All1 r.:....: II e ,• L. r .., , NNE I ai . al 111.111111111IIII g in L iv 7:7.••,,,:.,. .:::: '........ 1111 v, misi i:.,•:::.,.:,,.•.::;,;4:;:,'..--,: _,.:,:•.•:-..,,.. ). 77 li .17 0 i 32 il F II i; F F.) 15:,..,,,......:,:-.:-: :::'::.:',', 4.-:-. ::::::::::: :?:;: r...,:-..:.;-. ' r! __. i I" • 11, IN mir- ,hini1P1.- ......=. 7,-.,.::,:..,.:•.,:.....:;,,•:. .'. . Illp . im IAN. 1 in71i! y:':,,,,:,,,:711,7 min .; 1 r• 1 iii, .L. _ • ,,11 I.- it i RI fi 1, 111 ... ,. .:. 0!,:''''';'. A1 . 11 y IIN/C a ;/ 11 Jill 4 i MA" ig " p" a .:,.._,.... ,.....,, . 4 4/r : I! tirAf' .r_ffetaw- 41 Wilitt:4144ir. //h, me:opr4.14.71, ii 42i.;.:: .::.:•: : i:,H!.,....r';i;').: ,:'':.' .:...‘ h ir_.N- tl i'd,1111 rpi - ' Ill mid -' le a - Ellis ii.:;,::::,.: 1 ::!;,:.:C..:::,••.:::';. 1...':':':...„ , .; ------ vi,. 1::::';':::::,:•:: '' ;':.;„:',.::*.: 1;•:.',:''111 ,.,,;, ifraii,..a.,..--4•-romi kl Y.,,,..:....:-.:,, iog e 0 7 -v ill. 2.:,-,•,--:...,,,=....,,,,. ..[ 7:;:::7. , r, ',,, ,c,., , Iiift,.. lip7 1 A '\ mail Ammo__ lirw,, ii ,_.. 111111:.....'...-.b •- El 4.ILI lr 414 Ala IIwow-- li• 1.- I , Al,1 11 in, ilia If 1.3 7,1 __._ 20- Buil madmailm' 117411,•• 11 niti.. 11111111 I yaw I MILL- -gif 1E1 Legend: Attachment 2 Water Franchise Area0, .....5 City of Auburn cation AreaAnne1AubuNrno.(i); d615n0ance RESOLUTION NO. 5 3 3 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE A FIRST AMENDMENT TO INTERLOCAL AGREEMENT 2 FOR THE LEA HILL INTERTIE PROJECT BETWEEN COVINGTON WATER DISTRICT, KING COUNTY WATER DISTRICT NO. 111 AND THE CITY OF AUBURN WHEREAS, in 1996, the City of Auburn, Covington Water District and King County Water District No. 111, entered into an Interlocal Agreement (IA2) for the Lea Hill Intertie Project, which provided, in part, for the construction and operation of certain water facilities to be jointly funded by the parties and owned and operated by the City; and WHEREAS, IA2 also provided for the City to make water supply available to the Districts in an interruptible basis, until and unless the City were to acquire additional firm water rights, in which case, the City's supply of water to its IA2 partners would have increased; and WHEREAS, the City was not yet successful in acquiring additional water rights; and WHEREAS, in accordance with changes since IA2 was negotiated, the Parties recognize that some changes in circumstances require the clarification of the terms and conditions of the Interlocal Agreement, including that Covington no longer desires to be a party to the Agreement; and WHEREAS, King County Water Disfrict No. 111 and the City would like to make eertain clarifications and modificafions, including further definition of the duration of the Agreement. Resolution No. 5332 November 17, 2017 Page,1 of 2 NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows; Section 1. That the Mayor is hereby authorized to execute the First Amendment to IA2 for the Lea Hill Intertie Project Between Covington Water District, King County Water District No. 111 and the City of Auburn, which amendment shall be in substantial conformity with the amendment attached hereto as Exhibit A and incorporated herein by this reference. Section 2. That the Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Section 3. That this Resolution shall take effect and be in full force upon passage and signatures hereon. Dated and Signed this day of 2017. CITY OF AUBURN ANCY US, MAYOR ATTEST: Danielle E. Daskam, City Clerk APP D AS TO FORM' ni . ei City A orne Resolution No. 5332 November 17, 2017 Page 2 of 2 FIRST AMENDMENT TO INTERLOCAL AGREEMENT 2 FOR THE LEA HILL INTERTIE PROJECT BETWEEN COVINGTON WATER DISTRICT, KING COUNTY WATER DISTRICT NO. 111,AND THE CITY OF AUBURN THIS FIRST AMENDMENT TO INTERLOCAL AGREEMENT 2 ("First Amendment"), is made and entered into by and between Covington Water District,a Washington municipal corporation ("Covington"), King County Water District No. 111, a Washington municipal corporation ("WD 111") (Covington and WD 111 are referred to collectively as the Districts"), and the City of Auburn, a Washington municipal corporation ("City"), (individually a"Party" and collectively the "Parties") for the purposes set forth below. 1. RECITALS. 1.1. The Parties entered into Interlocal Agreement 2 for the Lea Hill Project("IA2") in 1996 providing, in part, for the construction and operation of certain water faeilities to be jointly funded by the Parties and owned and operated by the City ("Project"). IA2 provided for the City to make water supply available to the Districts. 1.2. The Parties recognize that some changes in circumstances require the clazification ofthe terms and conditions of IA2, including that Covington no longer desires to be a party to IA2 and therefore desires to terminate any rights and obligations it may have with respeet to IA2. WD 111 and the City also desire to make certain clarifications and modifications to IA2, including the further definition of the duration of IA2. 1.3. The Parties are authorized by chapter 39.34 RCW,the Interlocal Cooperation Act, to enter into interlocal agreements for joint action. Now, therefore, in consideration of the following terms and conditions, the Parties agree as follows: 2. AGREEMENT. 2.1. The recitals set forth above are incorporated herein in full by this reference. 2.2 As of the Effective Date of this First Amendment, Covington shall no longer be a party to IA2 and shall have no further rights or obligations with respect to IA2 or this First Amendment. 2.3 Section IX. "Term of Duration of Agreement" of IA2 is hereby modified and amended to read as follows: IX. Term of Duration of Agreement: Unless terminated sooner by mutual agreement of the Parties, this IA2 sha11 have a term of sixty (60) years commencing from the Effective Date ofthis First Amendment. 2.4 Section VIII.A. "Conditions of Service" of IA2 is hereby modified and amended to read as follows: Exhibit A to Resolution 5332 1- VIII.A.Auburn will continue to honor the provisions of IA2 with respeet to providing water supply to WD 111 on an interruptible basis upon request from WD 111 for such service, subject to the availability of Auburn's water supply to provide water service as reasonably determined by Auburn. Auburn does not presently have the necessary capacity (i.e., water supply and/or water rights) to guarantee delivery of firm uninterruptible water. It is acknowledged and agreed that in the event Auburn experiences any failure or decreased capacity for any reason or increased demand within its retail service area as it currently exists or may exist in the future,the supply to WD 111 may be immediately reduced or stopped under such conditions at the reasonable discretion of Auburn. WD 111 agrees that Auburn may take such action irrespective of any costs, investment in capacity, or other reliance which may have been placed upon the intertie facilities and interruptible water supply referenced in this IA2. 2.5 Section VI.A."Service Charges"2,8.1 of the Agreement is hereby modified and amended to read as follows: VI.A. Auburn retail water customers and wholesale water customers are treated differently. Retail customers for Auburn include all citizens and properties within Auburn's re#ail service area as it currently exists or may exist in the future. Auburn has created a customer classification for wholesale customers, and rates for service charges for wholesale customers shall be based on a rate study for the wholesale customer classifcation. Auburn will chazge WD 111 a wholesale rate based on a rate study regularly done in Auburn's normal course of business and as approved and adopted by the City of Auburn's City Council. Wholesale water rates sha11 be based on costs of providing the service. 2.6 A new subsection F. is added to Section III. "Description of Project" as follows: III.F. Auburn agrees to continue to operate and configure its water system to make wholesale water service available to WD 111 through the present WD 111 connection to Auburn's water system on 132°a Avenue NE south of SE 299' Street (referred to as the "DuBerry Intertie") or through such other connection point(s) as may be mutually agreed to by Auburn and WD 111. 2.7 Exeept as expressly set forth in this First Amendment, all other provisions of IA2 shall remain unchanged,and in full force and effect.Each reference in IA2 to itself shall be deemed also to refer to this First Amendment. 2.8 Auburn will work with WD 111 to further review the language ofIA2 to determine whether other updates or amendments are appropriate. E ibit A to Resolution 5332 2- 2.9 This First Amendment to IA2 is contingent on final approval by the Auburn City Council,the WD 111 Board of Commissioners,and the Covington Board of Commissioners. Staff and counsel of the Parties recommend the approval of this First Amendment to their respective City Council and Board of Commissioners. 2.10 All capitalized terms used but not defined in this First Amendment shall have the same meanings as defined in IA2. 2.11 This First Amendment shall be effective on the date whereby it has been executed by all ofthe Parties ("Effective Date"). 2.12 Pursuant to RCW 39.34.040; this First Amendment shall be filed with the King County Auditor upon full execution or listed on the City's and WD 111's respective web sites listed by subject matter. KING COUNTY WATER DISTRICT NO. 111 By: Its: Dated: COVINGTON WATER DISTRICT By: Its: Dated: CITY OF AUBURN By: Nancy Backus, Mayor Dated: Attest: By: City Clerk Approved as to form: By: City Attorney Exhibit A to Resolution 5332 3- I FIRST AMENDMENT TO INTERLOCAL AGREEMENT 2 FOR THE LEA HILL INTERTIE PROJECT BETWEEN COVINGTON WATER DISTRICT, KING COUNTY WATER DISTRICT NO. 111,AND THE CITY OF AUBURN THIS FIRST AMENDMENT TO INTERLOCAL AGREEMENT 2 ("First Amendment"), is made and entered into by and between Covington Water District, a Washington municipal corporation ("Govington"), King County Water District No. 111, a Washington municipal corporation ("WD 111") (Covington and WD 111 are referred to collectively as the "Districts"), and the City of Auburn, a Washington municipal corporation City"),(individually a "Party" and collectively the "Parties")for the purposes set forth below 1. RECITALS. 1.1. The Parties entered into Interlocal Agreement 2 for the Lea Hill Project("IA2")in 1996 providing, in part, for the construction and operation of certain water facilities to be jointly funded by the Parties and owned and operated by the City ("Project"). IA2 provided for the City to make water supply available to the Districts. 1.2. The Parties recognize that some changes in circumstances require the clarification of the terms and conditions of IA2, including that Covington no longer desires to be a party to IA2 and therefore desires to terminate any rights and obligations it may have with respect to IA2. WD 111 and the City also desire to make certain clarifications and modifications to IA2, including the further definition of the duration of IA2. 1.3. The Parties are authorized by chapter 39.34 RCW, the Interlocal Cooperation Aet, to enter into interlocal agreements for joint action. Now, therefore, in consideration of the following terms and conditions, the Parties agree as follows: 2, AGREEMENT. 2.1. The recitals set forth above are incorporated herein in full by this reference. 2.2 As of the Effective Date of this First Amendment, Covington shall no longer be a party to IA2 and shall have no further rights or obligations with respeet to IA2 or this First Amendment. 2.3 Section IX. "Term of Duration of Agreement" of IA2 is hereby modified and amended to read as follows: IX. Term of Duration of Agreement: Unless terminated sooner by mutual agreement of the Parties, this IA2 shall have a term of sixty (60) years commencing from the Effective Date of this First Amendment. 1- J 2.4 Section VIII.A. "Conditions of Service" of IA2 is hereby modified and amended to read as follows: VIII.A.Auburn will continue to honor the provisions of IA2 with respect to providing water supply to WD 111 on an interruptible basis upon request from WD 111 for such service, subject to the availability of Auburn's water supply to provide water service as reasonably determined by Auburn. Auburn does not presently have the necessary capacity (i.e., water supply and/or water rights) to guarantee delivery of firin uniriterruptible water. It is acknowledged and agreed that in the event Auburn experiences any failure or decreased capacity for any reason or increased demand within its retail service azea as it currently exists or may exist in the future, the supply to WD 111 may be immediately reduced or stopped under such conditions at the reasonable discretion of Auburn. WD 111 agrees that Auburn may take such aetion irrespective of any costs, investment in capacity, or other reliance which may have been placed upon the intertie facilities and. interruptible water supply referenced in this IA2. 2.5 Section VI.A. "Service Charges" 2.8.1 of the Agreement is hereby modified and amended to read as follows: VI.A. Auburn retail water customers and wholesale water customers are treated differently. Retail customers for Auburn include all citizens and properties within Auburn's retail service area as it currently exists or may exist in the future. Auburn has created a customer classification for wholesale customers, and rates for service chazges for wholesale customers shall be based on a rate study for the wholesale customer classification. Auburrrn will chazge WD 111 a wholesale rate based on a rate study regularly done in Auburn's normal course of business and as approved and adopted by the City of Auburn's City Council. Wholesale water rates sha11 be based on costs of providing the service. 2.6 A new subsection F. is added to Section III. "Description of Project" as follows: III.F. Auburn agrees to continue to operate and configure its water system to make wholesale water service available to WD 111 through the present WD 111 connection to Auburn's water system on 132"d Avenue NE south of SE 299' Street (referred to as the DuBerry Intertie") or through such other connection point(s) as may be mutually agreed to by Auburn and WD 111. 2- 2.7 Except as expressly set forth in this First Amendment, all other provisions of IA2 shall remain unchanged, and in full force and effect. Each reference in IA2 to itself shall be deemed also to refer to this First Amendment. 2.8 Auburn will work with WD 111 to further review the language of IA2 to determine whether other updates or amendinents are appropriate. 2.9 This First Amendment to IA2 is contingent on final approval by the Auburn City Council, the WD 111 Board of Commissioners, and the Covington Board of Commissioners. Staff and counsel of the Parties recommend the approval of this First Amendment to their respective City Council and Board of Commissioners. 2.10 All capitalized terms used but not defined in this First Amendment shall have the same meanings as defined in IA2. 2.11 This First Amendment shall be effective on the date whereby it has been executed by all ofthe Parties("Effective Date"). 2.12 Pursuant to RCW 3934.040, this First Amendment shall be filecl with the King County Auditor upon full execution or listed on the City's, Covington's and WD 111's respective web sites listed by subject matter. KING COU TY WAT R DISTRICT NO. 111 By• _ i a r C M, 1-1 1 ts: a a a. Dated: _ i i.z l.o, COVIN N W T R DISTRICT By: Its: Dated: DEC .4 2017 CITY O UBU By: Naney Backus, or , Dated: DEC 0 4 2017 Attest: By: ._ __S P.. Appro ed as t or: 3- APPENDIX H RETURN TO: Central Services - WFI, PO Box 47822, Olympia, WA, 98504-7822 or email wfi@doh.wa.gov ONE FORM PER SYSTEM WATER FACILITIES INVENTORY (WFI) FORM Quarter: Updated: Printed: 1 12/15/2023 2/27/2024 WFI Printed For: Submission Reason: On-Demand Pop/Connect Update 1. SYSTEM ID NO. 2. SYSTEM NAME 3. COUNTY 4. GROUP 5. TYPE 03350 V AUBURN CITY OF KING A Comm 6. PRIMARY CONTACT NAME & MAILING ADDRESS 7. OWNER NAME & MAILING ADDRESS JOSHUA A. FLANDERS [WATER MANAGER] 25 W MAIN AUBURN, WA 98001 AUBURN, CITY OF SENAIT GEBREEYESUS 25 W MAIN AUBURN, WA 98001 WATER UTILITY ENGINEER STREET ADDRESS IF DIFFERENT FROM ABOVE STREET ADDRESS IF DIFFERENT FROM ABOVE ATTN ATTN ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP 9. 24 HOUR PRIMARY CONTACT INFORMATION 10. OWNER CONTACT INFORMATION Primary Contact Daytime Phone:(253) 876-1998 Owner Daytime Phone:(253) 804-5061 Primary Contact Mobile/Cell Phone:(253) 261-1689 Owner Mobile/Cell Phone:(253) 261-9109 Primary Contact Evening Phone:(xxx)-xxx-xxxx Owner Evening Phone:(xxx)-xxx-xxxx Fax: E-mail: jxxxxxxxs@auburnwa.gov Fax: (253) 288-7406 E-mail: sxxxxxxs@auburnwa.gov 11. SATELLITE MANAGEMENT AGENCY - SMA (check only one) Not applicable (Skip to #12) Owned and Managed SMA NAME:SMA Number: Managed Only Owned Only 12. WATER SYSTEM CHARACTERISTICS (mark all that apply) Agricultural Hospital/Clinic Residential Commercial / Business Industrial School Day Care Licensed Residential Facility Temporary Farm Worker Food Service/Food Permit Lodging Other (church, fire station, etc.): 1,000 or more person event for 2 or more days per year Recreational / RV Park _______________________________________ _______ 13. WATER SYSTEM OWNERSHIP (mark only one)14. STORAGE CAPACITY (gallons) Association County Investor Special District City / Town Federal Private State 15,700,000 - SEE NEXT PAGE FOR A COMPLETE LIST OF SOURCES - Page:1DOH 331-011 (Rev. 06/03)DOH Copy WATER FACILITIES INVENTORY (WFI) FORM - Continued AUBURN CITY OF CommA KING03350 V 5. TYPE4. GROUP 3. COUNTY 1. SYSTEM ID NO. 2. SYSTEM NAME 15 16 SOURCE NAME 17 INTERTIE 18 SOURCE CATEGORY 19 USE 20 21 TREATMENT 22 DEPTH 23 24 SOURCE LOCATION Source NumberLIST UTILITY'S NAME FOR SOURCE AND WELL TAG ID NUMBER. Example: WELL #1 XYZ456 IF SOURCE IS PURCHASED OR INTERTIED, LIST SELLER'S NAME Example: SEATTLE INTERTIE SYSTEM ID NUMBER WELL WELL FIELD WELL IN A WELL FIELD SPRING SPRING FIELD SPRING IN SPRINGFIELD SEA WATER SURFACE WATER RANNEY / INF. GALLERY OTHER PERMANENT SEASONAL EMERGENCY SOURCE METERED NONE CHLORINATION FILTRATION FLUORIDATION IRRADIATION (UV) OTHER DEPTH TO FIRST OPEN INTERVAL IN FEET CAPACITY (GALLONS PER MINUTE) 1/4, 1/4 SECTION SECTION NUMBER TOWNSHIP RANGES01 SPRING #1-COAL CREEK X X Y X X 3500 SE SW 28 21N 05E S02 SPRING #2-WEST HILL X X Y X 600 SW NE 11 21N 04E S03 WELL #1 X X Y X X 125 2100 NE NE 19 21N 05E S04 WELL #2 X X Y X X 242 2000 NW NE 18 21N 05E S05 WELL #3A X X Y X 285 0 NE SW 30 21N 05E S06 WELL #5 X X Y X 320 650 SW SE 31 21N 05E S07 WELL #4 X X Y X 296 2600 NW NE 30 21N 05E S08 WELL #3B X X Y X 309 0 NE SW 30 21N 05E S10 WELL 5A X X Y X 510 180 SE SE 31 21N 05E S11 WELL #7 X X Y X X 234 0 NW NW 18 21N 05E S12 WELL #6 X X Y X X 237 2200 NW NE 18 21N 05E S13 WELL 5B (ACJ529)X X Y X X 710 0 SW NE 06 20N 05E S14 WELLS 2, 6 & 7 X X Y X X 234 4200 NW NE 18 21N 05E S15 38150/Kent 38150 1 X Y X 0 00N 00E S16 07650/Bonney Lake 07650 H X Y X 0 00N 00E S17 41997/Lakehaven 41997 9 X Y X 0 00N 00E S18 86800 Tacoma/B Street 86800 N X Y X 0 SE NW 18 21N 05E S19 Tacoma/132nd Ave SE 86800 N X Y X 0 SE NW 18 21N 05E Page:2DOH 331-011 (Rev. 06/03)DOH Copy WATER FACILITIES INVENTORY (WFI) FORM - Continued 1. SYSTEM ID NO. 2. SYSTEM NAME 3. COUNTY 4. GROUP 5. TYPE 03350 V AUBURN CITY OF KING A Comm ACTIVE SERVICE CONNECTIONS DOH USE ONLY! CALCULATED ACTIVE CONNECTIONS DOH USE ONLY! APPROVED CONNECTIONS 25. SINGLE FAMILY RESIDENCES (How many of the following do you have?)22338 Unspecified A. Full Time Single Family Residences (Occupied 180 days or more per year)11818 B. Part Time Single Family Residences (Occupied less than 180 days per year)0 26. MULTI-FAMILY RESIDENTIAL BUILDINGS (How many of the following do you have?) A. Apartment Buildings, condos, duplexes, barracks, dorms 1052 B. Full Time Residential Units in the Apartments, Condos, Duplexes, Dorms that are occupied more than 180 days/year 10520 C. Part Time Residential Units in the Apartments, Condos, Duplexes, Dorms that are occupied less than 180 days/year 0 27. NON-RESIDENTIAL CONNECTIONS (How many of the following do you have?) A. Recreational Services and/or Transient Accommodations (Campsites, RV sites, hotel/motel/overnight units)0 0 B. Institutional, Commercial/Business, School, Day Care, Industrial Services, etc.1946 1946 28. TOTAL SERVICE CONNECTIONS 24284 29. FULL-TIME RESIDENTIAL POPULATION A. How many residents are served by this system 180 or more days per year?61455 30. PART-TIME RESIDENTIAL POPULATION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. How many part-time residents are present each month? B. How many days per month are they present? 31. TEMPORARY & TRANSIENT USERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. How many total visitors, attendees, travelers, campers, patients or customers have access to the water system each month?408660 408660 408660 408660 408660 408660 408660 408660 408660 408660 408660 408660 B. How many days per month is water accessible to the public?31 28 31 30 31 30 30 31 31 30 30 31 32. REGULAR NON-RESIDENTIAL USERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. If you have schools, daycares, or businesses connected to your water system, how many students, daycare children and/or employees are present each month that are NOT already included in the residential population? 37871 37871 37871 37871 37871 37871 37871 37871 37871 37871 37871 37871 B. How many days per month are they present?31 28 31 30 31 30 30 31 31 30 30 31 33. ROUTINE COLIFORM SCHEDULE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 100 100 100 100 100 100 100 100 100 100 100 100 34. NITRATE SCHEDULE QUARTERLY ANNUALLY ONCE EVERY 3 YEARS (One Sample per source by time period) 35. Reason for Submitting WFI: OtherNew System Inactivate Update - No Change Update - Change Re-Activate 36. I certify that the information stated on this WFI form is correct to the best of my knowledge. SIGNATURE: DATE: PRINT NAME: TITLE: Name Change Page:3DOH 331-011 (Rev. 06/03)DOH Copy DOH Copy To: To: To: To : To : WFI Printed For: Source Use: Source Type: Water System Expanding Services: Full-Time Population From: On-Demand ALL ALL ALL ALL ALL Approved Connection Count From: ALLALL Active Connection Count From: SMA Name: SMA Number: Owner Number: Water System Update Date From: Water Status Date From: Water System Status: Water System Is New: Permit Renewal Quarter: Type: Group: Region: County: Water System Name: Print Copies For: Print Data on Distribution Page: Water System Id(s): ALLALL ALL ALL ALL ALLALL ALL ALL ALL ALL ALL ALL -- Any -- ALL ALL 03350 2/27/2024Report Create Date: Water Facilities Inventory (WFI) ALL ALL Page:2DOH 331-011 (Rev. 06/03)DOH Copy RETURN TO: Central Services - WFI, PO Box 47822, Olympia, WA, 98504-7822 or email wfi@doh.wa.gov ONE FORM PER SYSTEM WATER FACILITIES INVENTORY (WFI) FORM Quarter: Updated: Printed: 2 02/22/2024 2/27/2024 WFI Printed For: Submission Reason: On-Demand Contact Update 1. SYSTEM ID NO. 2. SYSTEM NAME 3. COUNTY 4. GROUP 5. TYPE 03336 E BRAUNWOOD ESTATES KING A Comm 6. PRIMARY CONTACT NAME & MAILING ADDRESS 7. OWNER NAME & MAILING ADDRESS JOSHUA A. FLANDERS [WATER MANAGER] 25 W MAIN AUBURN, WA 98001 AUBURN, CITY OF SENAIT GEBREEYESUS 25 W MAIN AUBURN, WA 98001 WATER UTILITY ENGINEER STREET ADDRESS IF DIFFERENT FROM ABOVE STREET ADDRESS IF DIFFERENT FROM ABOVE ATTN ATTN ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP 9. 24 HOUR PRIMARY CONTACT INFORMATION 10. OWNER CONTACT INFORMATION Primary Contact Daytime Phone:(253) 876-1998 Owner Daytime Phone:(253) 804-5061 Primary Contact Mobile/Cell Phone:(253) 261-1689 Owner Mobile/Cell Phone:(253) 261-9109 Primary Contact Evening Phone:(xxx)-xxx-xxxx Owner Evening Phone:(xxx)-xxx-xxxx Fax: E-mail: jxxxxxxxs@auburnwa.gov Fax: (253) 288-7406 E-mail: sxxxxxxs@auburnwa.gov 11. SATELLITE MANAGEMENT AGENCY - SMA (check only one) Not applicable (Skip to #12) Owned and Managed SMA NAME:SMA Number: Managed Only Owned Only 12. WATER SYSTEM CHARACTERISTICS (mark all that apply) Agricultural Hospital/Clinic Residential Commercial / Business Industrial School Day Care Licensed Residential Facility Temporary Farm Worker Food Service/Food Permit Lodging Other (church, fire station, etc.): 1,000 or more person event for 2 or more days per year Recreational / RV Park _______________________________________ _______ 13. WATER SYSTEM OWNERSHIP (mark only one)14. STORAGE CAPACITY (gallons) Association County Investor Special District City / Town Federal Private State 33,000 15 16 SOURCE NAME 17 INTERTIE 18 SOURCE CATEGORY 19 USE 20 21 TREATMENT 22 DEPTH 23 24 SOURCE LOCATION Source NumberLIST UTILITY'S NAME FOR SOURCE AND WELL TAG ID NUMBER. Example: WELL #1 XYZ456 IF SOURCE IS PURCHASED OR INTERTIED, LIST SELLER'S NAME Example: SEATTLE INTERTIE SYSTEM ID NUMBER WELL WELL FIELD WELL IN A WELL FIELD SPRING SPRING FIELD SPRING IN SPRINGFIELD SEA WATER SURFACE WATER RANNEY / INF. GALLERY OTHER PERMANENT SEASONAL EMERGENCY SOURCE METERED NONE CHLORINATION FILTRATION FLUORIDATION IRRADIATION (UV) OTHER DEPTH TO FIRST OPEN TERVAL IN FEET CAPACITY (GALLONS PER MINUTE) 1/4, 1/4 SECTION SECTION NUMBER TOWNSHIP RANGES01 Hidden Valley Well X X Y X 352 20 SE NE 33 21N 05E Page:1DOH 331-011 (Rev. 06/03)DOH Copy WATER FACILITIES INVENTORY (WFI) FORM - Continued 1. SYSTEM ID NO. 2. SYSTEM NAME 3. COUNTY 4. GROUP 5. TYPE 03336 E BRAUNWOOD ESTATES KING A Comm ACTIVE SERVICE CONNECTIONS DOH USE ONLY! CALCULATED ACTIVE CONNECTIONS DOH USE ONLY! APPROVED CONNECTIONS 25. SINGLE FAMILY RESIDENCES (How many of the following do you have?)12 13 A. Full Time Single Family Residences (Occupied 180 days or more per year)12 B. Part Time Single Family Residences (Occupied less than 180 days per year)0 26. MULTI-FAMILY RESIDENTIAL BUILDINGS (How many of the following do you have?) A. Apartment Buildings, condos, duplexes, barracks, dorms 0 B. Full Time Residential Units in the Apartments, Condos, Duplexes, Dorms that are occupied more than 180 days/year 0 C. Part Time Residential Units in the Apartments, Condos, Duplexes, Dorms that are occupied less than 180 days/year 0 27. NON-RESIDENTIAL CONNECTIONS (How many of the following do you have?) A. Recreational Services and/or Transient Accommodations (Campsites, RV sites, hotel/motel/overnight units)0 0 0 B. Institutional, Commercial/Business, School, Day Care, Industrial Services, etc.0 0 0 28. TOTAL SERVICE CONNECTIONS 12 13 29. FULL-TIME RESIDENTIAL POPULATION A. How many residents are served by this system 180 or more days per year?30 30. PART-TIME RESIDENTIAL POPULATION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. How many part-time residents are present each month? B. How many days per month are they present? 31. TEMPORARY & TRANSIENT USERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. How many total visitors, attendees, travelers, campers, patients or customers have access to the water system each month? B. How many days per month is water accessible to the public? 32. REGULAR NON-RESIDENTIAL USERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC A. If you have schools, daycares, or businesses connected to your water system, how many students, daycare children and/or employees are present each month that are NOT already included in the residential population? B. How many days per month are they present? 33. ROUTINE COLIFORM SCHEDULE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1 1 1 1 1 1 1 1 1 1 1 1 34. NITRATE SCHEDULE QUARTERLY ANNUALLY ONCE EVERY 3 YEARS (One Sample per source by time period) 35. Reason for Submitting WFI: OtherNew System Inactivate Update - No Change Update - Change Re-Activate 36. I certify that the information stated on this WFI form is correct to the best of my knowledge. SIGNATURE: DATE: PRINT NAME: TITLE: Name Change Page:2DOH 331-011 (Rev. 06/03)DOH Copy DOH Copy To: To: To: To : To : WFI Printed For: Source Use: Source Type: Water System Expanding Services: Full-Time Population From: On-Demand ALL ALL ALL ALL ALL Approved Connection Count From: ALLALL Active Connection Count From: SMA Name: SMA Number: Owner Number: Water System Update Date From: Water Status Date From: Water System Status: Water System Is New: Permit Renewal Quarter: Type: Group: Region: County: Water System Name: Print Copies For: Print Data on Distribution Page: Water System Id(s): ALLALL ALL ALL ALL ALLALL ALL ALL ALL ALL ALL ALL -- Any -- ALL ALL 03336 2/27/2024Report Create Date: Water Facilities Inventory (WFI) ALL ALL Page:2DOH 331-011 (Rev. 06/03)DOH Copy APPENDIX I Water Right Self-Assessment Form for Water System Plans 331-372 • 1/13/2017 If you need this publication in an alternative format, call 800.525.0127 (TDD/TTY call 711). This and other publications are available at www.doh.wa.gov/drinkingwater. All water right permits, claims, and certificates must be evaluated in a water right self- assessment for all sources used to supply the water system. The self-assessment compares the parameters and other limitations of existing water rights against current and forecasted water production, as described in your water system plan, to determine whether the rights are adequate to serve your system’s current and future water needs. You must account for all sources of supply and total quantities of water withdrawn from the source. If you purchase water from another purveyor through a non-emergency intertie, you must complete the INTERTIES section of the self-assessment. A Note on Exempt Wells If you’re seeking DOH approval of a new Group A or Group B water system using an exempt well, you must complete the self-assessment, although certain fields will not apply. Talk to your DOH regional planner about using the Water Right Self-Assessment form for a Small Water System Management Program instead of this version. Local governments must ensure that an adequate potable water supply is available from the exempt well before issuing a building permit. Before developing a permit exempt well, check with your local authorities on their criteria for establishing an adequate potable water supply for your planned public water system. Water Right Parameters Below is a brief description of the parameters associated with a typical water right. For the self- assessment, you only need to describe the last two bulleted items if they apply to your water rights. Source Type – this refers to whether the source is surface water, groundwater or a spring. Source Location – this refers to the location of points of groundwater withdrawal or surface water diversion for each right. Purpose of Use – this refers to the type of use, such as municipal water supply, community domestic, industrial or agricultural purposes. Place of Use – this describes where water can be put to beneficial use under the right. Under the 2003 Municipal Water Law, RCW 90.03.386, the place of use for a water right held for municipal water supply purposes may be the system’s service area as identified in an approved water system plan or small water system management program. See Ecology Policy 2030 for information on how Ecology administers the Municipal Water Law. Page 2 of 6 Period of Use – this refers to time-of-year limitations in which the water right may be put to use. If any water right has a time-of-year limitation, please include this information in the INTERRUPTIBLE WATER RIGHTS section. Provisions or Limiting Conditions – this refers to any provisions or conditions placed on the water right. If a water right has a limiting condition or other provision, such as a collection and reporting requirement, other than a time-of year limitation, include this information in the ADDITIONAL COMMENTS section at the bottom of the self- assessment and in the water system plan narrative. See Ecology Policy 1040 for more information on water right terminology. If you have questions about your water rights, please contact the Ecology regional office in your area. Completing the Water Right Self-Assessment Form The self-assessment is a Word document to allow users to make changes or to expand the document. You may use another format, if preferred, as long as all required information is included. Below is a description of all fields and how to complete them. This form is divided into four different sections. Each section is described in the headings below. See the column identifiers (A, B, C, etc) at the bottom of each column for guidance in completing the necessary calculations. Water Right Permit, Certificate, or Claim Number: This number is assigned by Ecology when a permit application is filed. It’s listed at the top of the permit or certificate. For water right claims, this is the registration number stamped in the lower left hand corner of the claim form. WFI Source #: Identify the individual sources (e.g. well #1, well #2) as defined on the DOH Water Facilities Inventory form. If a water right is associated with multiple sources, list all sources in the same row in this column. If a source is associated with multiple water rights, identify each water right on a separate row. If you have any source(s) that is not currently being used (categorized as standby, back-up, or emergency), and the source has an associated water right that is not listed in column #1, please include the source and water right information in the ADDITIONAL COMMENTS section. This will identify that the source is still intended for a beneficial use under RCW 90.03.015(4). See Ecology Policy 1040. EXISTING WATER RIGHTS SECTION (olive green color, top section) This section refers to existing water rights. It does not include any water right applications that have been submitted to Ecology. Primary Qi (Instantaneous Quantity): This is also known as instantaneous flow rate. It’s the amount of water allowed to be taken under the right from the source during a period of peak operation. For surface water, this is generally expressed in terms of cubic feet per Page 3 of 6 second (cfs). For groundwater, this is generally expressed in terms of gallons per minute (gpm). One cfs equals 448.8 gpm. Please indicate the units of measurement you are using for each source. If there are situations where the flow rate will be limited (e.g. limitations established on the source when other sources are utilized), please note them in the ADDITIONAL COMMENTS section in the form and in the WSP narrative. Non-Additive Qi: This term was formally known as “supplemental.” Your water rights may use the old terminology. See Ecology Policy 1040 for more information. Not all water rights have non-additive quantities. If a water right has non-additive Qi quantities, include the non- additive quantity in this field. This is generally listed in the “quantity, type of use, period of use” section on both permits and certificates. Non-additive quantities should not be included in the primary Qi totals. Primary Qa (Annual Quantity): This is the amount of water that can be taken from the source under the right on an annual basis. It’s usually expressed in terms of acre-feet. An acre-foot is the amount of water necessary to submerge an acre of land to a depth of one foot. One acre-foot equals 43,560 cubic feet or 325,851 gallons of water. Non-Additive Qa: This term was formerly known as “supplemental.” Your water rights may use the old terminology. See Ecology Policy 1040 for more information. Not all water rights have non-additive quantities. If a water right has non-additive Qa quantities, include the non-additive quantity in this field. This is generally listed in the “quantity, type of use, period of use” section on both permits and certificates. Non-additive quantities should not be included in the primary Qa totals. CURRENT SOURCE PRODUCTION SECTION (light green color, top section) This section refers to how much water is withdrawn from the source under each water right for the most recent full calendar year. You will need to determine any excess or deficiency for each water right after calculating how much water was withdrawn compared to how much water is allowed under each water right. If demand has decreased over past years, you may wish to include historic maximum production information in the ADDITIONAL COMMENTS section. This will provide a more complete picture of the use of your water rights. Use the water use data and demand projections from your water system plan to define current and projected water needs. You can determine if you’ll need additional water rights based on the comparison of existing water rights, current water production, and projected 10- and 20- year needs. Total Qi (Instantaneous Quantity): This refers to the total maximum instantaneous flow rate withdrawn from the source under each water right during the most recent calendar year. For surface water, this is expressed in terms of cubic feet per second (cfs). For groundwater, this is expressed in terms of gallons per minute (gpm). One cfs equals 448.8 gpm. Page 4 of 6 Current Excess or Deficiency (Qi): Please calculate the excess or deficiency for each water right after comparing the total amount withdrawn against each water right. Please use parentheses for deficient amounts. Total Qa (Annual Quantity): This refers to the total volume of water withdrawn from each source under each water right during the most recent calendar year. It’s usually expressed in acre-feet. Current Excess or Deficiency (Qa): Please calculate the excess or deficiency for each water right after comparing the total amount withdrawn against each water right. Please use parentheses for deficient amounts. 10-YEAR FORECASTED SOURCE PRODUCTION SECTION (light blue color, top section) This section refers to how much water you project to withdraw from each source in ten years as determined in your water system plan. Please complete this section in the same manner (using the same units of measurement) as the current source production section using your 10-year forecasted amounts. 20-YEAR FORECASTED SOURCE PRODUCTION SECTION (darker blue color, top section) This section refers to how much water you project to withdraw from each source in twenty years as determined in your water system plan. Please complete this section in the same manner (using the same units of measurement) as the current source production section using your 20- year forecasted amounts. If you are unable to provide 20-year forecasts for each source, you may choose to include the combined 20-year total at the bottom. PENDING WATER RIGHTS SECTION (second section of form) Please complete this section for any water right applications that have been submitted to Ecology. Please include the application number, whether it’s a new or a change application, the date submitted, and the total quantities requested. INTERTIES SECTION (third section of form) This section must be completed by purveyors who purchase any amount of wholesale water. If your system sells water to another public water system, include the quantity sold in the CURRENT SOURCE PRODUCTION section. Purchasers of wholesale water must account for all water obtained through the intertie for non- emergency supply purposes. This is to ensure that all sources of supply are considered when evaluating whether new water rights are needed within 20 years. Please identify the maximum quantity of water, expressed in the same manner as the above sections, allowed under each intertie contract. If there are limiting conditions or temporary Page 5 of 6 agreements that effect the long-term use of the intertie, you must account for such limiting conditions when evaluating the current and forecasted water supply needs in your water system plan. Finally, purchasers of wholesale water are responsible for ensuring that the underlying water right (held by the purveyor selling water) are adequate for such use. You should confirm that the selling system has accounted for the wholesale area in their water system plan to ensure that the water right authorizes the distribution of water through the intertie. INTERRUPTIBLE WATER RIGHTS SECTION (bottom section of form) This section refers to water rights that have an annual time-of-year interruption. Please complete this section for any water right listed in the above fields that has a time-of-year interruption. Please include the water right number, describe the limitation, and the time period of interruption. Purveyors with interruptible rights should develop a water shortage response plan as part of their water system plan to describe how demand will be met during periods of interruption through aggressive demand-side conservation, fixing leaks or other means. ADDITIONAL COMMENTS SECTION (bottom section of form) If the system has any source that is not currently being used on a regular basis (such a source may be categorized as stand-by, back-up, emergency), you should identify the source in this section if the source has an associated water right that is not listed in the above sections. The purpose is to identify that such water rights are still intended for a future beneficial use as required under RCW 90.03.015(4). See Page 2, Item 9 (b) in ECY Policy 2030. For these water rights, please briefly describe the future intended use of the source and when you expect to utilize the water right. This does not refer to sources categorized as seasonal sources. You should also include any other comments in this section that will explain aspects of your water right portfolio that are not identified above. Water Right Self-Assessment Form for Water System Plan Mouse-over any link for more information. Click on any link for more detailed instructions. Water Right Permit, Certificate, or Claim # *If water right is interruptible, identify limitation in yellow section below WFI Source # If a source has multiple water rights, list each water right on separate line Existing Water Rights Qi= Instantaneous Flow Rate Allowed (GPM) Qa= Annual Volume Allowed (Acre-Feet/Year) This includes wholesale water sold Current Source Production – Most Recent Calendar Year Qi = Max Instantaneous Flow Rate Withdrawn (GPM or CFS) Qa = Annual Volume Withdrawn (Acre-Feet/Year) This includes wholesale water sold 10-Year Forecasted Source Production (determined from WSP) This includes wholesale water sold 20-Year Forecasted Source Production (determined from WSP) This includes wholesale water sold Primary Qi Maximum Rate Allowed Non-Additive Qi Maximum Rate Allowed Primary Qa Maximum Volume Allowed Non-Additive Qa Maximum Volume Allowed Total Qi Maximum Instantaneous Flow Rate Withdrawn Current Excess or (Deficiency) Qi Total Qa Maximum Annual Volume Withdrawn Current Excess or (Deficiency) Qa Total Qi Maximum Instantaneous Flow Rate in 10 Years 10-Year Forecasted Excess or (Deficiency) Qi Total Qa Maximum Annual Volume in 10 Years 10-Year Forecasted Excess or (Deficiency) Qa Total Qi Maximum Instantaneous Flow Rate in 20 Years 20-Year Forecasted Excess or (Deficiency) Qi Total Qa Maximum Annual Volume in 20 Years 20-Year Forecasted Excess or (Deficiency) Qa 00857 S1*01304 C Coal Creek Springs 6,732 9,410 4,383 2,349 3,758 5,652 5,715 1,017 8,097 1,313 6,685 47 8,781 629 03560 G1*04731C Well 1, 6, & 7 2,200 1,120 2,100 100 786 334 2,200 0 1,120 0 2,200 0 1,120 0 G1-00277C Well 2, 6, & 7 2,400 1,360 2,480 2,062 338 1,360 0 2,400 0 1,360 0 2,400 0 1,360 0 G1-23629C Well 3A & 3B, 6, & 7 2,800 3,600 592 2,208 0 3,600 2,022 778 574 3,026 2,800 0 717 2,883 G1-20391C Well 4, 6, and 7 2,800 3,600 2,388 412 681 2,919 2,800 0 3,038 562 2,800 0 3,409 191 G1-23633C Wells 5, 5A, 5B, &5C 1,000 720 730 270 191 529 952 48 437 283 1,000 0 560 160 G1-25518 Well 5A 167 0 187 90 77 0 0 117 50 0 0 167 0 0 0 G1-22769 C Algona Well 500 175 0 500 0 175 0 500 0 175 0 500 0 175 S1-049354CL West Hill Springs 625 1,010 563 62 481 529 625 0 1,010 0 625 0 1,010 0 TOTALS = 19,224 20,995 12,909 6,315 7,257 13,738 16,831 2,393 15,636 5,359 18,677 547 16,957 4,038 Column Identifiers for Calculations: A B C =A-C D =B-D E = A-E F =B-F G =A-G H =B-H PENDING WATER RIGHT APPLICATIONS: Identify any water right applications that have been submitted to Ecology. Application Number New or Change Application? Date Submitted Quantities Requested Primary Qi Non-Additive Qi Primary Qa Non-Additive Qa G1-28404 New 1/5/2006 12,500 13,443 INTERTIES: Systems receiving wholesale water complete this section. Wholesaling systems must include water sold through intertie in the current and forecasted source production columns above. Name of Wholesaling System Providing Water Quantities Allowed In Contract Expiration Date of Contract Currently Purchased Current quantity purchased through intertie 10-Year Forecasted Purchase Forecasted quantity purchased through intertie 20-Year Forecasted Purchase Forecasted quantity purchased through intertie Maximum Qi Instantaneous Flow Rate Maximum Qa Annual Volume Maximum Qi Instantaneous Flow Rate Current Excess or (Deficiency) Qi Maximum Qa Annual Volume Current Excess or (Deficiency) Qa Maximum Qi 10-Year Forecast Future Excess or (Deficiency) Qi Maximum Qa 10-Year Forecast Future Excess or (Deficiency) Qa Maximum Qi 20-Year Forecast Future Excess or (Deficiency) Qi Maximum Qa 20-Year Forecast Future Excess or (Deficiency) Qa Tacoma Public Utilities 3,560 3,920 0 3,560 0 3,920 0 3,560 0 3,920 1,253 2,307 0 3,920 TOTALS = 3,560 3,920 0 3,560 0 3,920 0 3,560 0 3,920 0 3,560 0 3,920 Column Identifiers for Calculations: A B C =A-C D =B-D E =A-E F =B-F G =A-G H =B-H INTERRUPTIBLE WATER RIGHTS: Identify limitations on any water rights listed above that are interruptible. Water Right # Conditions of Interruption Time Period of Interruption 1 2 3 ADDITIONAL COMMENTS: Current and proposed Qi and Qa quantities for Well 5A (G1-25518) are included with G1-23633C. Current Well 6 Qa = 1,435 AF which was distributed between G1*04731C, G1-00277C, and G1-20391C. Current Well 7 Qa = 0 AF. 10-year and 20-year forecasted Qi and Qa includes providing an annual average of 2.5 MGD from Coal Creek Springs to the Muckleshoot Indian Tribe (MIT) for a hatchery. The Department of Ecology considers G1-25173C to be a non-municipal water right issued to serve the Braunwood satellite system, so it is not listed. S1-049354CL (West Hill Springs) is a claim filed under RCW 90.14.061; quantities can only be validated per RCW 90.14.081. APPENDIX J APPENDIX K HYDRAULIC MODEL CALIBRATION AND HYDRANT TESTING PLAN 22-3381 Page 1 of 9 Hydraulic Model Calibration May 2022 City of Auburn Technical Memorandum Date: May 6, 2022 Project: 22-3425 To: Susan Fenhaus, City of Auburn From: Stephanie Ard, PE Murraysmith Re: Hydraulic Model Calibration Background The City of Auburn (City) has retained Murraysmith to update their Comprehensive Water System Plan. As part of this scope, Murraysmith will utilize the City’s hydraulic model to analyze the system’s capacity to meet existing and projected future demands. To ensure the model as accurate as possible, hydrant flow and pressure field data will be used to calibrate model parameters. The process for hydrant testing is described in this memo. Task Goals The goal of this model calibration is to match model and field pressures and flows. During the calibration, system field data will be compared to model simulation results and the model will be updated to better reflect the existing system conditions. The calibration process ensures that the model accurately represents real-world conditions. Common model adjustments include pipeline friction coefficients adjustments (within standard ranges based on pipe age and material) and operational settings adjustments to match the actual system operations. Field Testing Process Flow and pressure testing in the field is a critical step for calibrating the City’s existing hydraulic model. It provides the real-world data that will be used to ensure the model replicates existing system conditions. Testing Locations A total of thirty (30) test locations have been identified for calibration testing, as shown in Attachment 1. If field conditions make a test location impossible or impractical, a new location will 22-3381 Page 2 of 9 Hydraulic Model Calibration May 2022 City of Auburn be selected that is close to the original location. Any new locations should be as similar as possible to the original location considering pressure zone, pipe size, and dead ends. Any changes in test location should be documented (marked on a map and written in the data collection log) to ensure that test results are accurately represented in the model during the calibration process. Procedure Flow and pressure tests will be conducted using at least two adjacent hydrants. One hydrant is used to measure pressure and at least one other hydrant is opened to create a pressure drop in the system (see Figure 1, below). Record results from the tests on the Data Collection sheet, provided in Attachment 2. The recommended testing process is as follows: 1. Locate the flow and pressure hydrants indicated on Attachment 1 in the field. It is advisable for City staff to review or visit each proposed flow location prior to field testing to evaluate the risks of flooding and mark the hydrants involved in testing. If time does not permit review of the locations in advance, flow test locations may need to be changed in the field and any changes should be indicated. It is important to keep the pressure and flow hydrant adjacent, if possible. 2. Flush the “pressure hydrant” to remove sediment, and then install the pressure gauge. Open hydrant, confirm no leakage, and then measure the static pressure. Recorded “static pressure” on the Data Collection sheet. 3. Install pitot pressure measurement gauge on the “flow hydrant.” If possible, the gauge should be directly connected to the hydrant, without the use of a hose. Open hydrant, confirm no leakage, and then measure the static pressure. Recorded “flow static pressure” on the Data Collection sheet. 4. As the “flow hydrant” discharges, monitor the pressure at the “pressure hydrant” until it drops at least 10 psi and stabilizes. This process can take up to five minutes. Record “residual pressure” and “pitot pressure” on the Data Collection sheet. a. If the 10-psi pressure drop cannot be realized with a single flow hydrant, select a second flow hydrant near the pressure and first flow hydrant. Flow measurements will need to be recorded at all flow hydrants. If the test is near a facility, the 10 psi may not be realized. If this is the case, add a note on the Data Collection sheet. b. If the pressure does not stabilize after 5 minutes, record a couple of values. 5. Close both hydrants. Remove equipment. Clean up site, as necessary. 22-3381 Page 3 of 9 Hydraulic Model Calibration May 2022 City of Auburn Figure 1 | Example Test Configuration Additional Testing Notes  Field testing should be completed in less than one week of field time by City crews.  Open and close the hydrants slowly to prevent water hammer and potential system damage.  Estimate discharge path prior start of flow test to ensure the flowed water does not cause erosion or flooding. If necessary, use sand bags or a diffuser to divert water to appropriate drainages.  Measure and note the size of the orifice a flow hydrant. These measurements are used to translate the pressure measurement from the pitot gauge into a flow rate. Note any non- typical outlet geometry or signs of excessive corrosion or damage that could affect the accuracy of the measurement. Boundary Conditions In addition to flow and pressure data collected at the hydrants, system boundary conditions are required to calibrate the model. To accurately represent system conditions during flow testing, supervisory control and data acquisition (SCADA) information for all facilities will be used in the model to represent system conditions during testing including the following.  Water levels in reservoirs.  Well and booster pump status and flow rates.  Intertie flow rates (as applicable).  Valve status and flow rates (as available). 22-3381 Page 4 of 9 Hydraulic Model Calibration May 2022 City of Auburn The SCADA information should be recorded and provided at time intervals small enough to show the testing, preferably one-minute increments. If SCADA is not available at the facilities, a person should be at the station to manually record information for the facilities that are anticipated to contribute flow during the testing period. Equipment One crew of 2-4 City staff (if possible, the same people for the duration of testing) with the appropriate vehicle and equipment will be required to conduct the pressure and flow tests. All fire flow test equipment should be calibrated before field use to confirm measurement accuracy. This can be done by calibrating to manufacturer recommendations or comparing with other pressure reading instruments. Flowed hydrants make considerable noise, and the two hydrants may not be in direct line of sight of one another, so radios or phones are a good idea for communicating between the operator at the pressure hydrant and the operators at the flowed hydrants. A list of field equipment includes: Equipment List  Two manually read pressure gauges  Two pitot gauges or pitot diffusers  Radios/phones for communication between pressure and flow hydrant  Spray paint for marking pressure and flow hydrants (optional)  Hydrant Testing Plan map (Provided by Murraysmith)  Data Collection sheet to record pressure and flow measurements (Provided by Murraysmith)  Sandbags for flow tests (as needed)  Safety equipment including cones for traffic control  Equipment necessary for accessing and opening all hydrants/valve vaults Next Steps Once testing is complete, the City shall submit the completed Data Collection sheet, marked-up Hydrant Testing Plan map, and the requested boundary conditions data to Murraysmith. Please also provide any additional notes or information that may be helpful to understanding how the system was operating at the time of these tests. This information will be compared to model simulation results to calibrate the hydraulic model. Based on the results of this calibration process, additional questions may arise. 22-3381 Page 5 of 9 Hydraulic Model Calibration May 2022 City of Auburn Attachment 1 – Testing Locations K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\Pressure Test\Pressure Test_v2.aprx 5/5/2022 5:17 PM julia.kingG!.G!. G!. G!. G!. G!. G!.G!.G!. G!. G!. G!.G!. G!. G!.G!.G!.G!.G!. G!. G!. G!. G!. G!.G!.G!.G!. G!. G!. G!. G!.G!.G!.G!.G!.G!.G!. G!.G!.G!. G!.G!.G!. G!. G!.G!.G!.G!. G!.G!.G!. G!.G!. G!. G!. G!. G!. G!. G!. G!.G!.G!. G!. G!. G!.G!. G!.G!. G!. G!.G!.G!. G!. G!. G!. G!. G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!.G!.G!.G!.G!.G!.G!.G!.G!.G!.G!. G!.G!. G!. G!. G!. G!. G!.G!.G!.G!. G!. G!. G!.G!. G!.G!. G!. G!. G!.G!. G!. G!. G!. G!. G!.G!.G!.G!. G!.G!.G!.G!.G!.G!.G!.G!. G!. G!. G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!. G!. G!.G!.G!.G!.G!.G!. G!.G!. G!. G!. G!.G!. 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ID 1860 ID 1909 ID 726 ID 353 ID 1128 ID 1237 ID 2510 ID 1171ID 2260 ID 3825 ID 1624 ID 5078 ID 5099 ID 5039 ID 835 ID 218 ID 423 ID 352 ID 1623 ID 4028 ID 1156 ID 2259 ID 3824 ID 2509 ID 1238 ID 5043ID 1872 ID 5040 Esri, NASA, NGA, USGS, FEMA, King County, WA State Parks GIS, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA 22-3425May 2022 ©City of Auburn Water System Plan Hydrant Testing Plan North G!.Fire Hydrants Water Mains 6 inch and smaller 8 inch 10 inch 12 inch 18 inch 20 inch and larger Water Pressure Zones ACADEMY 445 LEA HILL 299 LEA HILL 395 LEA HILL 405 LEA HILL 406 LEA HILL 462 LEA HILL 500 LEA HILL 563 LEA HILL 648 VALLEY 242 0 10,0005,000 Feet Data Sources: City of AuburnCoordinate System: NAD 1983 HARN StatePlane Washington North FIPS 4601 FeetProjection: Lambert Conformal ConicDatum: North American 1983 HARN Disclaimer: The City of Auburn makes no representations, express or implied,as to the accuracy, completeness and timeliness of the information displayed.This map is not suitable for legal, engineering, or surveying purposes. Notificationof any errors is appreciated. K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\Pressure Test\Pressure Test_v2.aprx 5/5/2022 4:17 PM julia.kingG!.G!.G!.G!.G!.G!. G!. G!.G!.G!.G!. G!.G!. G!. G!.G!. G!. G!. G!.G!.G!. G!. G!.G!. G!.G!. G!.G!. G!. G!.G!.G!.G!.G!. G!. G!. G!. G!. G!.G!. G!.G!. G!. G!.G!.G!. G!.G!. G!. G!. G!.G!.G!.G!. G!.G!. G!.G!.G!.G!. G!. G!. G!. G!. G!. G!. G!.G!. G!. G!. G!.G!. G!. G!. G!.G!.G!. G!.G!.G!. G!.G!.G!. G!. G!. G!. G!. G!. G!.G!.G!.G!.G!.G!.G!.G!. G!.G!.G!.G!.G!. G!.G!.G!.G!.G!.G!.G!.G!. G!. G!. G!. G!. G!. G!.G!. G!. G!. G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!. G!. G!.G!. G!. G!. G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!. G!. G!.G!.G!. G!.G!.G!. G!. G!.G!. G!. G!. G!. G!. G!. G!.G!. G!. G!. G!. G!. G!.G!. G!.G!.G!. G!. G!. G!.G!. G!.G!. G!. G!.G!. G!.G!.G!. G!. G!. G!. G!.G!.G!.G!.G!. G!. G!. G!.G!.G!. G!. G!.G!. G!. G!. G!. G!.G!. G!.G!.G!. G!. G!. G!.G!.G!.G!. G!. G!. 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G!.G!.WValleyHwyS51stAveSS 331s t St S 352nd St 54thAveS56thAveS55thAveSS349th St AlgonaBlvdNWValleyHwySMil i taryRd SS Peasley CanyonRd 427 ft S 372nd St S 368th St 55thAveSS 376th St 52ndAveS51stAveS43rdAveS3rd Ave SW Jo v it a B lv d E 8th St E WValleyHwyEWValleyHwySJovita 79 ft AlgonaBlvdNCeleryAveKStSE21st St SEFStSE FStSEMStSEDStSE2nd St SE 12th St SE PerimeterRdHStSEBStSEMai nSt 4th St SW AStSE15th St SW MStSECStSW17th St SE Stuck 568 ft 3rd Ave SE 1st Ave E R iverDrOravetzRdSE37th St S E 3rdAveS 4 1 stS tS E ButteAveDStSE2nd St E ButteAveSEEValleyHwyE8th St E Ellingson Rd AStSECStSWMilwaukeeBlvdSPacific Algona Dieringer W hite R iver H o w a r dRdDogwoodStSEScenic D r SE SE Auburn Black Diamond Rd RStSE29th St SE 611 ft 62ndStS E 190thAveE2nd St E 4th St E 33rd St SE BridgetAveSES tu c k R iv e rD r53rd St SE 182ndAveERStSEEvergre e nWay SE 509 ft S E H u s k y W aySE Lake Holm Rd SEGreen Valley Rd 514 ftWhiteRiver A u b urn Enumclaw Rd SE AuburnWayS Edwards Rd E 55th St SE 148thAveSEFosterAveSEID 1732 ID 1359 ID 1770 ID 2224 ID 2354 ID 949 ID 3382 ID 3489 ID 5156 ID 3708 ID 601 ID 438 ID 4281 ID 3863 ID 5835 ID 5889 ID 1791 ID 1744 ID 1358 ID 1765 ID 2443 ID 1350 ID 2223 ID 2353 ID 948 ID 572 ID 5230 ID 3709 ID 4282 ID 4285 ID 5836 ID 5888 Esri, NASA, NGA, USGS, FEMA, King County, WA State Parks GIS, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA 22-3425May 2022 ©City of Auburn Water System Plan Hydrant Testing Plan South Fire Hydrants G!.Pressure Hydrant G!.Flow Hydrant G!.Fire Hydrants Water Mains 6 inch and smaller 8 inch 10 inch 12 inch 18 inch 20 inch and larger Water Pressure Zones ACADEMY 350 ACADEMY 445 ACADEMY 531 ACADEMY 585 LAKELAND 330 LAKELAND 390 LAKELAND 440 LAKELAND 441 LAKELAND 446 LAKELAND 485 LAKELAND 545 LAKELAND 575 LAKELAND 630 LAKELAND 670 LAKELAND 697 VALLEY 242 0 10,0005,000 Feet Data Sources: City of AuburnCoordinate System: NAD 1983 HARN StatePlane Washington North FIPS 4601 FeetProjection: Lambert Conformal ConicDatum: North American 1983 HARN Disclaimer: The City of Auburn makes no representations, express or implied,as to the accuracy, completeness and timeliness of the information displayed.This map is not suitable for legal, engineering, or surveying purposes. Notificationof any errors is appreciated. 22-3381 Page 8 of 9 Hydraulic Model Calibration May 2022 City of Auburn Attachment 2 – Hydrant Testing Data Collection Form Client:City of AuburnProject:Water System Plan UpdateTask:Hydraulic Model Calibration - Hydrant Flow TestingPressure Zone Facility ID Flow HydrantFlow Static Pressure (psi)Pitot Pressure (psi)Total Flow (gpm)Residual/ Static HydrantStatic Pressure (psi)Residual Pressure (psi)Model Calibration: Hydrant & Pressure Data CollectionTest IDPressure ZoneDate of TestTime of TestFlow Hydrant Pressure HydrantNotesLocation HYDRAULIC MODEL CALIBRATION RESULTS Client:City of Auburn Project:2024 Water System Plan Update Test ID Residual Hydrant Field Static Pressure (psi) Model Static Pressure (psi) Difference (psi) Field Pressure Drop (psi) Model Pressure Drop (psi) Difference (psi) 1 2223 84 83.32 -0.68 16 12.79 -3.21 2 572 82 80.54 -1.46 21 15.47 -5.53 3 553 78 78.44 0.44 12 9.36 -2.64 4 5888 70 73.84 3.84 6 6.01 0.01 5 948 72 72.47 0.47 7 5.89 -1.11 6 1350 65 66.32 1.32 17 17.16 0.16 7 3709 74 75.62 1.62 41 41.26 0.26 8 4285 59 61.07 2.07 7 11.07 4.07 9 4282 51 53.53 2.53 3 0.39 -2.61 10 5230 64 64.04 0.04 13 7.35 -5.65 11 5836 70 70.82 0.82 14 14.77 0.77 12 1358 101 79.33 --*35 4.19 --* 13 1765 66 67.05 1.05 1 1.96 0.96 14 2443 66 66.17 0.17 20 17.67 -2.33 15 1744 65 62.87 -2.13 9 3.05 -5.95 16 1623 65 64.89 -0.11 16 15.65 -0.35 17 1238 72 73.12 1.12 9 7.64 -1.36 18 1872 60 65.72 5.72 11 8.7 -2.3 19 5043 67 66.57 -0.43 19 18.18 -0.82 20 835 58 64.15 6.15 15 20.06 5.06 21 352 65 65.04 0.04 7 10.71 3.71 22 1156 62 64.15 2.15 4 9.12 5.12 23 1587 63 64.96 1.96 12 8.07 -3.93 24 2509 78 78.71 0.71 -15 -15.06 -0.06 25 1791 50 50.85 0.85 1 3.36 2.36 26 2353 48 47.71 -0.29 4 7.92 3.92 General Info Pressure Comparison Post Calibration Model Calibration: Hydrant Test Vs. Model Static Pressure Comparison 2024 Water System Plan Update • City of Auburn 27 218 73 70.88 -2.12 19 15.74 -3.26 28 423 73 73.64 0.64 6 9.27 3.27 29 4028 0 78.92 --** 0 1.1 1.1 30 2259 83 81.34 -1.66 3 1.96 -1.04 31 3824 83 83.38 0.38 5 9.4 4.4 32 5040 87 82.81 -4.19 12 11.11 -0.89 33 2002 87 84.68 -2.32 4 1.99 -2.01 34 2212 85 83.26 -1.74 1 1.38 0.38 35 5759 76 74.71 -1.29 2 1.26 -0.74 36 275 73 68.92 -4.08 1 2.41 1.41 37 1230 68 66.09 -1.91 1 2.07 1.07 38 1897 73 70.33 -2.67 2 2.02 0.02 39 2271 61 59.03 -1.97 1 2.83 1.83 40 5682 68 65.53 -2.47 3 5.66 2.66 Notes: *Test Voided - appears that there was a misread of the static pressure or a partially opened zone valve at time of test. The recorded HGL is equivalent to the zone supplying the PRV. Checked static pressure again no 2/8/2024 and static pressure was consistent with a setting of 69 psi (HGL of 555'). **Test Voided - no Static Pressure provided 2024 Water System Plan Update • City of Auburn Client:City of Auburn Project:2024 Water System Plan Update Test ID Pressure Zone Date of Test Time of Test Flow Hydrant Flow Static Pressure (psi) Total Flow (gpm) 1 Academy 350 5/16/2022 7:35-7:40 2224 85 1050 2 Academy 445 5/16/2022 8:07-8:13 438 79 1000 3 Academy 445 5/16/2022 8:30-8:38 552 80 700 4 Academy 531 5/16/2022 8:54-9:04 5889 72 1100 5 Academy 585 5/16/2022 9:25-9:33 949 82 1100 6 Lakeland 390 5/16/2022 9:59-10:09 3382 62 915 7 Lakeland 440 5/16/2022 10:45-10:55 3708 70 650 8 Lakeland 441 5/16/2022 12:15-12:35 3863 56 1000 9 Lakeland 446 5/16/2022 12:50-1:00pm 4281 56 1025 10 Lakeland 485 5/16/2022 1:20-1:30pm 5156 77 1100 11 Lakeland 545 5/16/2022 1:46-2:01pm 5835 63 950 12 Lakeland 575 5/17/2022 7:02-7:22 1359 95 1050 13 Lakeland 630 5/17/2022 7:31am 1770 60 1050 14 Lakeland 670 5/17/2022 8:04-8:17 3489 70 825 15 Lakeland 697 5/17/2022 8:32-8:42 1732 64 1075 16 Lea Hill 395 5/17/2022 9:09 9:19 1624 66 825 17 Lea Hill 405 5/17/2022 9:32-9:42 1237 64 1000 18 Lea Hill 406 5/17/2022 9:59-10:09 5099 58 850 19 Lea Hill 462 5/17/2022 10:25-10:35 5078 79 1100 20 Lea Hill 500 5/17/2022 12:15-12:25 1860 82 1100 21 Lea Hill 563 5/17/2022 12:57-1:57pm 353 70 1075 22 Lea Hill 563 5/18/2022 8:33-8:45 1171 50 950 23 Lea Hill 563 5/17/2022 1:40-2:30 1588 70 1075 24 Lea Hill 648 5/18/2022 8:00-8:10 2510 72 1250 25 Valley 242 5/18/2022 9:15-9:25 601 49 900 26 Valley 242 5/18/2022 9:45-9-:55 2354 49 875 Model Calibration: Hydrant & Pressure Data Collection Static Pressure and Total Flow Results 2024 Water System Plan Update • City of Auburn 27 Valley 242 5/18/2022 10:20-10:32 1909 78 900 28 Valley 242 5/19/2022 8:15-8:20 726 73 975 29 Valley 242 5/19/2022 12:00-12:05 1128 0 1120 30 Valley 242 5/19/2022 8:45-8:50 2260 84 1100 31 Valley 242 5/19/2022 9:15-9:20 3825 83 1100 32 Valley 242 5/19/2022 10:15-10:20 5039 80 1150 33 Valley 242 5/19/2022 10:30-10:35 2050 89 1125 34 Valley 242 5/19/2022 1:30-1:35pm 3386 85 1200 35 Valley 242 5/19/2022 1:45-1:50pm 244 76 1150 36 Valley 242 5/19/2022 2:00 2:15pm 4258 73 1120 37 Valley 242 5/20/2022 8:30-8:45 5021 67 975 38 Valley 242 5/20/2022 9:35am 1898 74 1150 39 Valley 242 5/20/2022 9:05-9:20 2270 64 1025 40 Valley 242 5/20/2022 2:08-2:18pm 5683 79 1100 2024 Water System Plan Update • City of Auburn Client:City of Auburn Project:2024 Water System Plan Update Test ID Original Pressure Zone Name Updated Pressure Zone Name Field Static Pressure (psi) Original Zone HGL (ft) HGL from Field Test (ft) Difference Notes 1 Academy 350 Academy 400 84 350 404 53.8 Changed to Academy 400 2 Academy 445 Academy 470 82 445 472 27.4 Changed to Accademy 470 3 Academy 445 Academy 445 78 445 468 23.0 Changed to Accademy 470 4 Academy 531 Academy 531 70 531 537 5.6 5 Academy 585 Academy 585 72 585 587 2.0 6 Lakeland 390 Lakeland 390 65 390 399 9.4 7 Lakeland 440 Lakeland 450 and Lakeland 505 74 440 505 65.4 Split zone into two pressure Zones: Lakeland 450 and Lakeland 505 8 Lakeland 441 Lakeland 385 59 441 387 -53.7 Changed to Lakeland 385 9 Lakeland 446 Lakeland 415 51 446 416 -30.2 Changed to Lakeland 415 10 Lakeland 485 Lakeland 455 64 485 458 -26.9 Changed to Lakeland 455 11 Lakeland 545 Lakeland 545 70 545 543 -1.8 12 Lakeland 575 Lakeland 560 101 575 629 54.4 Changed to Lakeland 560 13 Lakeland 630 Lakeland 630 66 630 635 4.5 14 Lakeland 670 Lakeland 670 66 670 678 8.1 15 Lakeland 697 Lakeland 697 65 697 713 16.5 16 Lea Hill 395 Lea Hill 395 65 395 397 2.3 17 Lea Hill 405 Lea Hill 405 72 405 401 -4.3 18 Lea Hill 406 Lea Hill 406 60 406 393 -13.3 19 Lea Hill 462 Lea Hill 480 67 462 484 21.5 Changed to 20 Lea Hill 500 Lea Hill 500 58 500 485 -14.8 21 Lea Hill 563 Lea Hill 563 65 563 573 10.2 22 Lea Hill 563 Lea Hill 563 62 563 569 6.2 23 Lea Hill 563 Lea Hill 563 63 563 570 6.5 24 Lea Hill 648 Lea Hill 648 78 648 654 5.5 25 Valley 242 Valley 242 50 242 248 6.0 General Info HGL Comparison Model Calibration: HGL Comparison 2024 Water System Plan Update • City of Auburn Lea Hill 480 26 Valley 242 Valley 242 48 242 251 8.5 27 Valley 242 Valley 242 73 242 247 4.6 28 Valley 242 Valley 242 73 242 246 4.2 29 Valley 242 Valley 242 0 242 66 -176.1 30 Valley 242 Valley 242 83 242 250 7.8 31 Valley 242 Valley 242 83 242 249 7.1 32 Valley 242 Valley 242 87 242 260 17.7 33 Valley 242 Valley 242 87 242 250 7.8 34 Valley 242 Valley 242 85 242 249 7.3 35 Valley 242 Valley 242 76 242 248 5.5 36 Valley 242 Valley 242 73 242 249 7.4 37 Valley 242 Valley 242 68 242 249 7.2 38 Valley 242 Valley 242 73 242 250 8.4 39 Valley 242 Valley 242 61 242 248 5.7 40 Valley 242 Valley 242 68 242 244 2.1 2024 Water System Plan Update • City of Auburn APPENDIX L For questions, call Kristina Westbrook,   King County Reclaimed Water Program Manager at (206) 296‐5279   www.kingcounty.gov/reclaimedwater Revised 12/12/2011    Water Reclamation Evaluation Checklist  For Systems with 1,000 or more Connections    The County and State recognize that changing conditions could initiate a need to  respond in new ways to future water quality standards, wastewater discharge  requirements, take advantage of advances in treatment technologies and/or allow  our region to be positioned to respond to changes associated with climate change  and population growth.      In 2003, Chapter 90.46 of the Revised Code of Washington (RCW) was amended  to require public water systems serving 1,000 or more connections to evaluate  opportunities for reclaimed water when completing their water system plans.   Please use this checklist to meet King County consistency requirements in  responding to this legislation.    Water System Name:_______________________________  Date: ____________________________________________  PWS ID#__________________________________________  Contact: ________________________________________    1. Identifying Potential Future Demand for Reclaimed Water:  King County maintains a database and map of potential  reclaimed water users for evaluating future projects.  Please use the template below, or similar table, to provide  information to assist King County in further researching these potential uses.   Large Utility Water Users (choose one):   Attached is an inventory of twenty large (above 20,000 gallons/month on average), non single‐family  residential, water users served by our utility that have a potential for reclaimed water use, or  Attached is an inventory of our utility’s top twenty water users, or  The information requested is unknown or not available.          Additional Comments: ___________________________________________________________     Large Self Suppliers (choose one):   Attached is an inventory of large, self‐supplied water users within our water utility’s service boundaries ‐  especially those near wastewater  treatment plants, mainlines, outfalls, and pump stations or similar  reclaimed water facilities), or  The information requested is unknown or not available.          Additional Comments: ____________________________________________________________     Other (choose one):  Attached is an inventory of other water users (such as those that are clustered near one another and  could be served by a single system) that may be likely candidates for reclaimed water use, or  The information requested is unknown or not available.          Additional Comments: ____________________________________________________________  Please use this checklist, including  the inventory template, to ensure  that your water system plan  includes sufficient information  about opportunities for reclaimed  water and your system’s efforts to  develop those opportunities.  If a  question is not applicable or the  information is unavailable, then  answer, “unknown” or “n/a.”   King County will consider the  checklist completed if each  answer is filled in with the best  available information, even if the  utility states that it is not aware of  any reclaimed water opportunities  within its service area.  Water Reclamation Evaluation Checklist  Page 2  2. Environmental Commitment: Are you a city/town, or providing water service to a city/town, that has made  commitments within resource management plans, salmon recovery plans, or other environmental initiatives for  which there is a potential opportunity for using reclaimed water to assist in meeting commitments? (choose one)  Yes, here are plans that have potential for reclaimed water use in our service area to meet the above  commitments:  ________________________________________________________________________________________ ________________________________________________________________________________________  The information requested is unknown, not available.          Additional Comments: __________________________________________________________________    3. Identifying Areas of Potential Use of Reclaimed Water for Environmental Benefit:  Below are examples of uses of reclaimed water that comply with State, Federal and other reclaimed water  environmental, health and safety standards.  All of these uses are currently in effect somewhere in Washington  State.  To the best of your knowledge, are any of these potential uses for reclaimed water applicable to your area?      River Augmentation (choose one):  Yes, our water rights are limited by instream flows.  For more information, King County may contact:   ________________________________________________________________________________________ ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________    Groundwater Recharge (choose one):  Yes, we withdraw water from an aquifer that is in a groundwater management area, or from a declining  aquifer, where water levels may need to be replenished or to maintain aquifer storage.  For more  information, King County may contact:  ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________    Water Rights Mitigation (choose one):   Yes, our area is pursuing, or planning to pursue, new or additional water rights, and there may be an  opportunity to use reclaimed water for mitigation of those new water rights.  For more information, King  County may contact:  ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________    Potential Areas of Environmental Need (choose one):   Yes, parts of our service area include potential environmental enhancement locations, such as wetlands  enhancement, aquifer recharge, stream flow augmentation, that might be candidates for reclaimed water  use.  For more information, King County may contact:  ________________________________________________________________________________________  The information requested is unknown, or not available.  Additional Comments: __________________________________________________________________  Water Reclamation Evaluation Checklist  Page 3  4. Local Reclaimed Water Legislation: If water reclamation is mandated for this water system through local  government agreement, contract, local regulations, ordinances, or other mechanisms, please provide a copy of the  governing mechanism (choose one).  Yes, local legislation exists in our area in support of reclaimed water use.  The following relevant legislation  is attached (please list titles of documents):  ________________________________________________________________________________________ ________________________________________________________________________________________    No water reclamation legislation exists, or is known to exist, at a local level in our service area.    5. Coordination with Local Wastewater Utility:  Include a brief description of your interactions with any wastewater or  reclaimed water utility (King County or other) adjacent to your service area to evaluate any potential opportunities  to develop reclaimed water (choose one).  Describe if applicable:  ________________________________________________________________________________________ ________________________________________________________________________________________    None.  Additional Comments:  _______________________________________________________________    Template for  Inventory of Water Users and Identification of Potential Reclaimed Water Users   Site Owner or Site  Name  Site Address  (for general mapping purposes)  Estimated Annual  Water Use  Water uses not  requiring potable  water1  Is this a Potential  Reclaimed Water  Customer?                                                                                                                                                                  1 See Washington State Reclamation and Reuse Standards, September 1997, Section 1, Articles 1‐5 for allowable uses of reclaimed water.   http://www.ecy.wa.gov/PROGRAMS/WQ/reclaim/standards.html     APPENDIX M Annual Performance Report - 2020 Water Use Efficiency Date Submitted: 4/14/2021 Susan FenhausReport submitted by: KINGWS County:03350Water System ID# : WS Name:Auburn City of Meter Installation Information: Within your meter installation plan, what date did you commit to completing meter installation? 100% If not 100% metered – Did you submit a meter installation plan to DOH? Estimate the percentage of metered connections: Current status of meter installation: No Production, Authorized Consumption, and Distribution System Leakage Information: If yes, explain: NoIncomplete or missing data for the year? __________To__________12-Month WUE Reporting Period Total Water Produced & Purchased (TP) – Annual volume gallons Authorized Consumption (AC) – Annual Volume in gallons Distribution System Leakage – Annual Volume TP – AC 147,516,300 gallons 2,312,559,400 gallons 2,165,043,100 gallons Distribution System Leakage – DSL = [(TP – AC) / TP] x 100 %6.4 % 3-year annual average - %4.5 %2018, 2019, 2020 No 10/25/2014Enter the date of most recent public forum to establish WUE goal: Has goal been changed since last performance report? Goal-Setting Information: Note: Customer goal must be re-established every 6 years through a public process. 1 percent reduction per year in equivalent residential unit values over 6-year planning period (2015-2020). Customer WUE Goal (Demand Side): Customer (Demand Side) Goal Progress: In 2020, due to Covid-19, no low flow shower heads were given and no applications for WaterSense® toilet rebates were processed. The goal of 1 percent reduction per year in equivalent residential unit (ERU) values over the 6- year planning period was adopted on 10/25/2014. The change of ERU values from year 2019 to 2020 was 168 to 179, a 6.5% increase, the value of 168 for year 2019 is the lowest value achieved so far. The City continued to implement WUE program measures such as bills showing consumption history, water saving device kits and conservation pricing. Additional Information Regarding Supply and Demand Side WUE Efforts In 2020, the City continued efforts to reduce unaccounted-for water, performing leak detection and repair, metering hydrant use and repairing breaks. As a result, the Distribution System Leakage for year 2020 was 6.4%, below the 10% target. The rolling 3-year average was 4.5%, meeting the WUE rule of at or below 10%. In 2020, the City continued to implement the WaterSense® toilet rebate program, providing customers a $100 rebate per toilet for the replacement of up to two old toilets with new high efficiency toilets with the WaterSense® label. The City continued to implement the low flow shower head giveaway program, providing free low flow shower heads so that customers could replace their higher flow ones. The City continued to perform large meter consumption and meter register checking and calibration. The City continued to educate customers about water use efficiency practices. The City continued to encourage the use of water conserving plants in landscaping for both public and private projects. The City continued to use an inclining block rate for the quantity of water consumed to promote water conservation and customer notification of any high or abnormal water consumption. The City continued to utilize the AMI (Advanced Metering Infrastructure) system to better understand usage, proactively and more efficiently and effectively manage the water resources and respond better to customers. The City completed the replacement of all small and large water meters in 2017 as part of the AMI implementation. Describe Progress in Reaching Goals: •Estimate how much water you saved. •Report progress toward meeting goals within your established timeframe. •Identify any WUE measures you are currently implementing. •If you established a goal to maintain a historic level (such as maintaining daily consumption at 65 gallons per person per day for the next two years) you must explain why you are unable to reduce water use below that level. The following questions will help DOH better understand water usage, water resources management and drought response. The data will be used to provide technical assistance, not for regulatory purposes. All questions are voluntary Month Date of Measurement Static Water Level (feet below measuring point) Dynamic Water Level (feet below measuring point) January 01/07/2020 43.3 51.6 February 02/18/2020 43.2 49.1 March 03/10/2020 43.3 50.0 April 04/16/2020 42.6 51.7 May 05/06/2020 42.7 51.3 June 06/05/2020 42.6 51.7 July 07/20/2020 43.1 53.1 August 08/01/2020 44.6 53.5 September 09/01/2020 45.3 54.0 October 10/19/2020 45.1 53.2 November 11/20/2020 44.8 52.5 December 12/02/2020 44.1 53.2 Please provide the following information (if known) to help us better utilize the water level data. Well tag Id number: Well depth: Water level accuracy (within 0.01 ft < 1 ft ~ 1 ft) Completion type (e.g., cased open interval, cased open-ended, cased open-ended with perforations, etc…) Location coordinates (latitude, longitude) and accuracy of the coordinates (< 1ft, ~1ft, >1000ft) Water level parameter name (e.g. depth below measuring point, depth below top of casing, depth below ground surface) Elevation of top of casing OR elevation of measuring point if different than top of casing (as specified in question 7) Water level data: 339.0 0.1' 47.28582N, 122.21645W depth below top of casing 120.8' Monthly/Seasonal Water Usage: What was your maximum daily water demand for the previous year (in gallons per day)? Month Volume of Water Produced in gallons January 153,656,000 February 146,249,000 March 161,764,000 April 162,137,000 May 187,153,000 June 197,198,000 July 263,820,000 August 293,885,000 September 237,212,000 October 171,856,000 November 155,010,000 December 159,250,000 13,616,000 Water shortage response: Did you activate any level of water shortage response plan the previous year? If you activated a water shortage response plan the previous year, what level did you activate? (Check all that apply) What factors caused your water shortage the previous year? Yes No There was no need to Advisory Conservation Voluntary Conservation Mandatory Conservation Rationing Other Drought Fire Flooding Water Supply Limitations Other Landslides Earthquakes Do not mail, fax, or email this report to DOH Annual Performance Report - 2021 Water Use Efficiency Date Submitted: 5/12/2022 Susan FenhausReport submitted by: KINGWS County:03350Water System ID# : WS Name:Auburn City of Meter Installation Information: Within your meter installation plan, what date did you commit to completing meter installation? 100% If not 100% metered – Did you submit a meter installation plan to DOH? Estimate the percentage of metered connections: Current status of meter installation: No Production, Authorized Consumption, and Distribution System Leakage Information: If yes, explain: NoIncomplete or missing data for the year? 12/31/2021To01/01/202112-Month WUE Reporting Period Total Water Produced & Purchased (TP) – Annual volume gallons Authorized Consumption (AC) – Annual Volume in gallons Distribution System Leakage – Annual Volume TP – AC 202,111,200 gallons 2,453,684,600 gallons 2,251,573,400 gallons Distribution System Leakage – DSL = [(TP – AC) / TP] x 100 %8.2 % 3-year annual average - %7.0 %2019, 2020, 2021 Yes 08/02/2021Enter the date of most recent public forum to establish WUE goal: Has goal been changed since last performance report? Goal-Setting Information: Note: Customer goal must be re-established every 6 years through a public process. Decrease the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU, which is the 75th percentile of the 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. Customer WUE Goal (Demand Side): Customer (Demand Side) Goal Progress: In 2021, the City processed 5 applications for WaterSense® toilet rebates for an estimated consumption savings (reduction) of 40,920 gallons per year. Decreasing the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU was adopted on 8/2/2021. The change of ERU values from year 2020 to 2021 was 179 to 182, a 1.7% increase, the value of 168 for year 2019 is the lowest value achieved so far. The City continued to implement WUE program measures such as bills showing consumption history, water saving device kits and conservation pricing. Additional Information Regarding Supply and Demand Side WUE Efforts In 2021, the City continued efforts to reduce unaccounted-for water, performing leak detection and repair, metering hydrant use and repairing breaks. As a result, the Distribution System Leakage for year 2021 was 8.2%, below the 10% target. The rolling 3-year average was 7.0%, meeting the WUE rule of at or below 10%. In 2021, the City continued to implement the WaterSense® toilet rebate program, providing customers a $100 rebate per toilet for the replacement of up to two old toilets with new high efficiency toilets with the WaterSense® label. The City continued to implement the low flow shower head giveaway program, providing free low flow shower heads so that customers could replace their higher flow ones. The City continued to perform large meter consumption and meter register checking and calibration. The City continued to educate customers about water use efficiency practices. The City continued to encourage the use of water conserving plants in landscaping for both public and private projects. The City continued to use an inclining block rate for the quantity of water consumed to promote water conservation and customer notification of any high or abnormal water consumption. The City continued to utilize the AMI (Advanced Metering Infrastructure) system to better understand usage, proactively and more efficiently and effectively manage the water resources and respond better to customers. The City completed the replacement of all small and large water meters in 2017 as part of the AMI implementation. Describe Progress in Reaching Goals: •Estimate how much water you saved. •Report progress toward meeting goals within your established timeframe. •Identify any WUE measures you are currently implementing. •If you established a goal to maintain a historic level (such as maintaining daily consumption at 65 gallons per person per day for the next two years) you must explain why you are unable to reduce water use below that level. The following questions will help DOH better understand water usage, water resources management and drought response. The data will be used to provide technical assistance, not for regulatory purposes. All questions are voluntary Month Date of Measurement Static Water Level (feet below measuring point) Dynamic Water Level (feet below measuring point) January 01/11/2021 35.1 21.5 February 02/02/2021 41.9 22.7 March 03/11/2021 48.1 April 04/12/2021 46.2 25.3 May 05/11/2021 45.1 24.0 June 06/01/2021 44.7 23.4 July 07/02/2021 43.1 22.1 August 08/01/2021 41.4 20.6 September 09/11/2021 40.4 20.2 October 10/22/2021 40.7 21.2 November 11/30/2021 46.9 December 12/08/2021 47.4 26.8 Please provide the following information (if known) to help us better utilize the water level data. Well tag Id number: Well depth: Water level accuracy (within 0.01 ft < 1 ft ~ 1 ft) Completion type (e.g., cased open interval, cased open-ended, cased open-ended with perforations, etc…) Location coordinates (latitude, longitude) and accuracy of the coordinates (< 1ft, ~1ft, >1000ft) Water level parameter name (e.g. depth below measuring point, depth below top of casing, depth below ground surface) Elevation of top of casing OR elevation of measuring point if different than top of casing (as specified in question 7) Water level data: 298.0 0.1 47.29780N, 122.21294W depth above the probe 27.7' Monthly/Seasonal Water Usage: What was your maximum daily water demand for the previous year (in gallons per day)? Month Volume of Water Produced in gallons January 162,246,000 February 145,212,000 March 169,190,000 April 179,441,000 May 204,398,000 June 252,258,000 July 304,515,000 August 299,897,000 September 229,711,000 October 177,834,000 November 165,938,000 December 173,023,000 13,080,000 Water shortage response: Did you activate any level of water shortage response plan the previous year? If you activated a water shortage response plan the previous year, what level did you activate? (Check all that apply) What factors caused your water shortage the previous year? Yes No There was no need to Advisory Conservation Voluntary Conservation Mandatory Conservation Rationing Other Drought Fire Flooding Water Supply Limitations Other Landslides Earthquakes Do not mail, fax, or email this report to DOH Annual Performance Report - 2022 Water Use Efficiency Date Submitted: 5/31/2023 Senait GebreeyesusReport submitted by: KINGWS County:03350Water System ID# : WS Name:Auburn City of Meter Installation Information: Within your meter installation plan, what date did you commit to completing meter installation? 100% If not 100% metered – Did you submit a meter installation plan to DOH? Estimate the percentage of metered connections: Current status of meter installation: No Production, Authorized Consumption, and Distribution System Leakage Information: If yes, explain: NoIncomplete or missing data for the year? __________To__________12-Month WUE Reporting Period Total Water Produced & Purchased (TP) – Annual volume gallons Authorized Consumption (AC) – Annual Volume in gallons Distribution System Leakage – Annual Volume TP – AC 209,351,100 gallons 2,425,214,900 gallons 2,215,863,800 gallons Distribution System Leakage – DSL = [(TP – AC) / TP] x 100 %8.6 % 3-year annual average - %7.7 %2020, 2021, 2022 No 08/02/2021Enter the date of most recent public forum to establish WUE goal: Has goal been changed since last performance report? Goal-Setting Information: Note: Customer goal must be re-established every 6 years through a public process. Decrease the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU, which is the 75th percentile of the 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. Customer WUE Goal (Demand Side): Customer (Demand Side) Goal Progress: In 2022, the City processed 6 applications for WaterSense® toilet rebates for an estimated consumption savings (reduction) of 81,840 gallons per year. Decreasing the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU was adopted on 8/2/2021. The change of ERU value from year 2021 to 2022 was 182 to 173, a 4.9% decrease, the value of 168 for year 2019 is the lowest value achieved so far. The City continued to implement WUE program measures such as bills showing consumption history, consumer web portal to check consumption, customer possible leak alert, water saving device kits and conservation pricing. Additional Information Regarding Supply and Demand Side WUE Efforts In 2022, the City continued efforts to reduce unaccounted-for water, performing leak detection and repair, metering hydrant use and repairing breaks. The Distribution System Leakage for year 2022 was 8.6%, below the 10% target. The rolling 3-year average was 7.7%, meeting the WUE rule of at or below 10%. In 2022, the City continued to implement the WaterSense® toilet rebate program, providing customers a $100 rebate per toilet for the replacement of up to two old toilets with new high efficiency toilets with the WaterSense® label. The City continued to implement the low flow shower head giveaway program, providing free low flow shower heads so that customers could replace their higher flow ones. The City continued to perform large meter consumption and meter register checking and calibration. The City continued to educate customers about water use efficiency practices. The City continued to encourage the use of water conserving plants in landscaping for both public and private projects. The City continued to use an inclining block rate for the quantity of water consumed to promote water conservation and customer notification of any high or abnormal water consumption. The City continued to utilize the AMI (Advanced Metering Infrastructure) system to better understand usage, proactively and more efficiently and effectively manage the water resources and better response to customers. The City completed the replacement of all small and large water meters in 2017 as part of the AMI implementation. Describe Progress in Reaching Goals: •Estimate how much water you saved. •Report progress toward meeting goals within your established timeframe. •Identify any WUE measures you are currently implementing. •If you established a goal to maintain a historic level (such as maintaining daily consumption at 65 gallons per person per day for the next two years) you must explain why you are unable to reduce water use below that level. The following questions will help DOH better understand water usage, water resources management and drought response. The data will be used to provide technical assistance, not for regulatory purposes. All questions are voluntary Month Date of Measurement Static Water Level (feet below measuring point) Dynamic Water Level (feet below measuring point) January 01/19/2022 51.0 30.0 February 02/03/2022 50.0 30.0 March 03/02/2022 49.0 April 04/05/2022 49.0 27.0 May 05/20/2022 47.0 27.0 June 06/16/2022 47.0 27.0 July 07/27/2022 45.0 22.0 August 08/02/2022 43.0 22.0 September 09/06/2022 42.0 21.0 October 10/02/2022 41.0 November 11/03/2022 41.0 December 12/07/2022 42.0 23.0 Please provide the following information (if known) to help us better utilize the water level data. Well tag Id number: Well depth: Water level accuracy (within 0.01 ft < 1 ft ~ 1 ft) Completion type (e.g., cased open interval, cased open-ended, cased open-ended with perforations, etc…) Location coordinates (latitude, longitude) and accuracy of the coordinates (< 1ft, ~1ft, >1000ft) Water level parameter name (e.g. depth below measuring point, depth below top of casing, depth below ground surface) Elevation of top of casing OR elevation of measuring point if different than top of casing (as specified in question 7) Water level data: 298.0 0.1 47.29780N, 122.21294W Depth above the probe 27.7 Monthly/Seasonal Water Usage: What was your maximum daily water demand for the previous year (in gallons per day)? Month Volume of Water Produced in gallons January 176,940,100 February 154,504,000 March 173,420,000 April 161,478,000 May 167,443,000 June 196,910,000 July 287,090,000 August 303,981,000 September 246,949,000 October 192,973,000 November 155,639,000 December 170,211,000 12,780,000 Water shortage response: Did you activate any level of water shortage response plan the previous year? If you activated a water shortage response plan the previous year, what level did you activate? (Check all that apply) What factors caused your water shortage the previous year? Yes No There was no need to Advisory Conservation Voluntary Conservation Mandatory Conservation Rationing Other Drought Fire Flooding Water Supply Limitations Other Landslides Earthquakes Do not mail, fax, or email this report to DOH Annual Performance Report - 2022 Water Use Efficiency Date Submitted: 5/31/2023 Senait GebreeyesusReport submitted by: KINGWS County:03336Water System ID# : WS Name:BRAUNWOOD ESTATES Meter Installation Information: Within your meter installation plan, what date did you commit to completing meter installation? 100% If not 100% metered – Did you submit a meter installation plan to DOH? Estimate the percentage of metered connections: Current status of meter installation: No Production, Authorized Consumption, and Distribution System Leakage Information: If yes, explain: NoIncomplete or missing data for the year? __________To__________12-Month WUE Reporting Period Total Water Produced & Purchased (TP) – Annual volume gallons Authorized Consumption (AC) – Annual Volume in gallons Distribution System Leakage – Annual Volume TP – AC 77,790 gallons 1,181,230 gallons 1,103,440 gallons Distribution System Leakage – DSL = [(TP – AC) / TP] x 100 %6.6 % 3-year annual average - %5.1 %2020, 2021, 2022 No 08/02/2021Enter the date of most recent public forum to establish WUE goal: Has goal been changed since last performance report? Goal-Setting Information: Note: Customer goal must be re-established every 6 years through a public process. Decrease the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU, which is the 75th percentile of the 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. Customer WUE Goal (Demand Side): Customer (Demand Side) Goal Progress: Decreasing the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU was adopted on 8/2/2021. The change of ERU value from year 2021 to 2022 was 429 to 251, a 41.5% decrease, the value of 251 for this year is the lowest value achieved so far. The City continued to implement WUE program measures such as bills showing consumption history, consumer web portal to check consumption, customer possible leak alert, water saving device kits and conservation pricing. Additional Information Regarding Supply and Demand Side WUE Efforts All meters in the Braunwood system have been replaced in 2017 as part of the Advanced Metering Infrastructure (AMI) project. The Distribution System Leakage for year 2022 was 6.6%, below the 10% target. The rolling 3-year average was 5.1%, meeting the WUE rule of at or below 10%. In 2022, the City continued to implement the WaterSense® toilet rebate program, providing customers a $100 rebate per toilet for the replacement of up to two old toilets with new high efficiency toilets with the WaterSense® label. The City continued to implement the low flow shower head giveaway program, providing free low flow shower heads so that customers could replace their higher flow ones. The City continued to educate customers about water use efficiency practices. The City continued to encourage the use of water conserving plants in landscaping for both public and private projects. The City continued to use an inclining block rate for the quantity of water consumed to promote water conservation and customer notification of any high or abnormal water consumption. The City continued to utilize the AMI (Advanced Metering Infrastructure) system to better understand usage, proactively and more efficiently and effectively manage the water resources and better response to customers. Describe Progress in Reaching Goals: •Estimate how much water you saved. •Report progress toward meeting goals within your established timeframe. •Identify any WUE measures you are currently implementing. •If you established a goal to maintain a historic level (such as maintaining daily consumption at 65 gallons per person per day for the next two years) you must explain why you are unable to reduce water use below that level. The following questions will help DOH better understand water usage, water resources management and drought response. The data will be used to provide technical assistance, not for regulatory purposes. All questions are voluntary Month Date of Measurement Static Water Level (feet below measuring point) Dynamic Water Level (feet below measuring point) January 01/05/2022 59.0 21.0 February 02/05/2022 59.0 21.0 March 03/04/2022 59.0 21.0 April 04/04/2022 59.0 22.0 May 05/10/2022 59.0 22.0 June 06/08/2023 59.0 21.0 July 07/07/2023 60.0 22.0 August 08/07/2023 60.0 22.0 September 09/04/2023 59.0 21.0 October 10/04/2023 59.0 21.0 November 11/11/2023 60.0 21.0 December 12/02/2023 59.0 22.0 Please provide the following information (if known) to help us better utilize the water level data. Well tag Id number: Well depth: Water level accuracy (within 0.01 ft < 1 ft ~ 1 ft) Completion type (e.g., cased open interval, cased open-ended, cased open-ended with perforations, etc…) Location coordinates (latitude, longitude) and accuracy of the coordinates (< 1ft, ~1ft, >1000ft) Water level parameter name (e.g. depth below measuring point, depth below top of casing, depth below ground surface) Elevation of top of casing OR elevation of measuring point if different than top of casing (as specified in question 7) Water level data: 21/05-34E 352.0 0.1 47.26779 N, 122.17083 W depth above the probe 220' Monthly/Seasonal Water Usage: What was your maximum daily water demand for the previous year (in gallons per day)? Month Volume of Water Produced in gallons January 61,600 February 53,400 March 60,300 April 72,800 May 54,500 June 102,500 July 194,100 August 214,800 September 135,000 October 104,800 November 65,500 December 64,800 12,578 Water shortage response: Did you activate any level of water shortage response plan the previous year? If you activated a water shortage response plan the previous year, what level did you activate? (Check all that apply) What factors caused your water shortage the previous year? Yes No There was no need to Advisory Conservation Voluntary Conservation Mandatory Conservation Rationing Other Drought Fire Flooding Water Supply Limitations Other Landslides Earthquakes Do not mail, fax, or email this report to DOH Public Works Committee October 20, 2014 - 3:30 PM Annex Conference Room 2 MINUTES I. CALL TO ORDER Chairman Wayne Osborne called the meeting to order at 3:30 p.m. in Conference Room #2, located on the second floor of Auburn City Hall, One East Main Street, Auburn, Washington. A. Roll Call Chairman Wayne Osborne, Vice-Chair Bill Peloza, and Member Claude DaCorsi were present. Also present during the meeting were: Mayor Nancy Backus, Community Development & Public Works Director Kevin Snyder, Assistant Director of Engineering/City Engineer Ingrid Gaub, Assistant City Engineer Jacob Sweeting, Utility Engineering Manager Lisa Tobin, Transportation Manager Pablo Para, Water Utility Engineer Susan Fenhaus, Planning & Design Services Manager Elizabeth Chamberlain, Financial Planning Manager Bob Brooks, Water Manager Allen Hunter and Public Works Secretary Molly Mendez. B. Announcements 1. Announcements Public comment will be accepted on Discussion Item E. C. Agenda Modifications There was one agenda modification, removing Action Item A, Public Works Project No. C512A, from the agenda. II. CONSENT AGENDA A. Approval of Minutes Public Works Committee to approve the minutes of the October 6, 2014 Public Works Committee meeting It was moved by Vice-Chair Peloza, seconded by Member DaCorsi, that the Committee approve the Public Works Committee Meeting minutes for date, October 6, 2014. Motion carried 3-0. III. ACTION Page 1 of 5 A. Public Works Project No. C512A (Wickstrom) Award Contract No. 13-12, to Gary Harper Construction, Inc. on their Low Bid of $870,696.00 plus Washington State Sales Tax of $82,716.12 for a Total Contract Price of $953,412.12 for Project No. C512A, Well 4 Emergency Power Improvements Action Item A was removed from the agenda. B. Resolution No. 5108 (Tobin) A Resolution of the City Council of the City of Auburn, Washington, Authorizing the Public Works Committee to Appoint the City of Auburn Representatives to the King County Metropolitan Water Pollution Abatement Advisory Committee Utility Engineering Manager Tobin provided a brief background summary of Resolution No. 5108 and reviewed the draft letter identifying the City’s representative and alternates. There were no questions from the Committee. It was moved by Vice-Chair Peloza, seconded by Member DaCorsi, that the Committee adopt Resolution No. 5108. Motion carried 3-0. IV. DISCUSSION ITEMS A. Ordinance No. 6534 (Chamberlain) An Ordinance of the City Council of the City of Auburn, Washington, amending Section 18.29.060 of the Auburn City Code related to floor area ratio in the Downtown Urban Center Zone. For the purpose of these minutes, this item was discussed after Discussion Item C. Planning & Design Services Manager Chamberlain provided a brief background summary of Ordinance No. 6534. Chamberlain stated Ordinance No. 6534 already went before the Planning Commission which held a public hearing on October 7, 2014. There was no public testimony. The Planning Commission recommended approval of the code change. Ordinance No. 6534 also went to the Planning and Community Development Committee on October 13, 2014 and the Committee concurred with Planning Commission’s recommendation. Planning & Design Services Manager Chamberlain responded to a question asked by Chairman Osborne regarding the building height limit of 75 feet and that this could be reviewed in the City’s Comprehensive Planning effort. In response to a question asked by Chairman Osborne, Planning & Design Services Manager Chamberlain provided definition of "life of the project" as mentioned on page 29 of the packet. B. Ordinance No. 6537 (Chamberlain) An Ordinance of the City Council of the City of Auburn, Washington, amending Section 17.09.010 of the Auburn City Code related to short plat thresholds. Planning & Design Services Manager Chamberlain provided a brief background summary of Ordinance No. 6537. There were no questions from the Committee. C. System Development Charges (Tobin/Fenhaus) For the purpose of these minutes, this item was discussed before Discussion Item A. Utility Engineering Manager Tobin invited Financial Planning Manager Brooks and Water Utility Engineer Fenhaus to join her at the table as this has been a collaborative effort. Using a slideshow presentation, Utilities Engineering Manager Tobin briefed the Committee on the System Development Charges. This was followed by a group discussion. The Committee reached consensus on Option 1 – Full Water and Sewer SDC increase to be effective in January 2015, with annual updates to the Water, Sewer, and Storm SDCs in subsequent years based on the Construction Cost Index (CCI), but not to be an annual change less than zero. Staff will provide a similar briefing for the full council before the proposed fee schedule is brought to the council for action. D. Cross Connection Control Program (Fenhaus) For the purpose of these minutes, this item was discussed after Discussion Item B. Water Utility Engineer Fenhaus provided informational materials which explained the Cross Connection Control Program. Fenhaus briefly reviewed the presentation materials with the Committee. Water Utility Engineer Fenhaus introduced Allen Hunter, the Water Manager at Maintenance and Operations, to the Committee. Water Utility Engineer Fenhaus mentioned that Water Manager Hunter has extensive knowledge with cross connection as he used to be the Cross Connection Specialist. Water Manager Hunter further explained that Washington Administrative Code requires Public Water Systems to address "Table 9 Facilities" which are facilities that could pose a health concern because of the risk of death, spread of disease or illness. The Department of Health has mandated water systems to concentrate on medical facilities. The City program has identified 65 facilities within that category, and to date, 55 of them have the required premise isolation with the approved backflow device. The staff continue to work with the remaining 10. The Washington Administrative Code also requires Public Water Systems to track backflow assemblies used to protect the water system. The City currently tracks 2600 assemblies, all of which require annual testing by the owner. Following a question asked by Member DaCorsi, Water Utility Engineer Fenhaus explained the City process for existing facilities. E. Water Use Efficiency Program (Fenhaus) Water Utility Engineer Fenhaus indicated this is Chapter 8 of the Water System Comprehensive Plan. Fenhaus noted that a requirement for putting together a Water Use Efficiency Program is to hold a public meeting where public comments are accepted. There were no public comments received. Water Utility Engineer Fenhaus pointed out some highlights as seen in the memorandum on page 48 of the packet. There was a group discussion regarding Distribution System Leakage following a question asked by Chairman Osborne. Water Utility Engineer Fenhaus will investigate the numbers in the chart on page 70 of the packet, specifically the "Schools" column as pointed out by Vice-Chair Peloza. Water Utility Engineer Fenhaus responded to a question asked by Chairman Osborne regarding the average consumption per account (single family) on the chart on page 72 of the packet. F. Capital Project Status Report (Sweeting) Item 6 – CP1024 – AWS and M Street SE Intersection Improvements: Assistant City Engineer Sweeting provided the Committee with a project status update in response to a question asked by Member DaCorsi. Item 10 – CP1308 – BNSF Utility Crossings Project: Chairman Osborne requested staff keep the Committee updated on this project as this contractor has not been used by the City before. Assistant City Engineer Sweeting indicated staff will keep the Committee informed. Item 28 – CP1406 – West Main Street Traffic Signal Upgrades: Assistant City Engineer Sweeting replied to a question asked by Vice-Chair Peloza regarding the completion date of this project. G. Significant Infrastructure Projects by Others - Public Works Status Report (Gaub) There were no questions from the Committee. H. Action Tracking Matrix (Gaub) Assistant Director of Engineering/City Engineer Gaub reviewed the previous discussion on the 105th Place SE at 107th with committee; staff indicated they would investigate the site to see whether additional signage could be installed in the interim until the repair work could be done next year. Staff is completing this investigation. Assistant City Engineer Sweeting noted this section of the road is scheduled with the capital projects to go out early next year. Sweeting advised the Committee that this is Item 17 on the Capital Project Status Report. V. ADJOURNMENT There being no further business to come before the Public Works Committee, the meeting was adjourned at 5:03 p.m. Approved this 3rd day of November, 2014. ________________________ _________________________ Wayne Osborne Molly Mendez Chairman Public Works Department Secretary APPENDIX N CROSS CONNECTION PROGRAM Protecting Our Water System From Contamination A cross connection is a connection between a water pipe and a source of contamination. Examples of cross connections within the home include hose ends submerged in pools, hot tubs or buckets, irrigation systems and most hose-end spray applicators. Cross connections are extremely dangerous because they provide opportunities for contaminated fluids to be pulled back into the water system. To protect our water supply, avoid using hose-end sprayers and maintain an air gap by keeping the hose end above the water surface when filling containers. Irrigation systems are required to have a backflow assembly. Backflow assemblies require a plumbing permit, must be inspected by a cross connection specialist, and must be tested by a certified tester when installed, and yearly thereafter. For more information or a list of certified testers, call the Water Division at 253-931-3048 or visit auburnwa.gov/water. RESIDENTIAL LEAD AND COPPER MONITORING Residential lead and copper sampling was conducted in Summer 2021 to determine the concentrations of lead and copper that leach from residential water pipes and fixtures. Lead results ranged from <1 ppb to 6.6 ppb. Copper results ranged from <0.02 ppm to 0.294 ppm. The 90th percentile results for lead and copper were 1.3 ppb and 0.056 ppm respectively, which are below the Action Level for lead (15 ppb) and for copper (1.3 ppm). If present, elevated levels of lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. The Auburn Water Utility is responsible for providing high quality drinking water, but cannot control the variety of materials used in its customers’ plumbing components. When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for thirty seconds to two minutes before using water for drinking or cooking. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline at 800-426-4791 or at epa.gov/lead. WATER USE EFFICIENCY The main components of the City of Auburn Water Use Efficiency(WUE) program are managing the water distribution system to minimize water loss, and encouraging responsible use of water by our customers. Water loss is the difference between the total water produced and the water used by our customers, presented here as a percentage of water produced. The City of Auburn Water Utility goal since 1999 has been to maintain water loss at or below 10 percent. In accordance with the Water Use Efficiency reporting requirements, the water loss for year 2022 is 8.6%. The three year average for the years up to and including 2022 was 7.7%. In an effort to limit water loss, the Utility performs annual system leak detection and repair; tests production and service meters, calibrating or replacing them as required; and issues permits for water withdrawal from hydrants. Responsible water use by our customers is promoted by the Utility through educational programs for school children and homeowners. Quantifying the benefit of educational programs and corresponding behavioral changes is difficult, but reductions in water use and/or waste can have a significant impact on the amount of water used as a whole. The City of Auburn is committed to efficiently managing the water distribution system and encourages you to use water wisely. The City’s Water Use Efficiency Annual Performance Report and other information regarding Auburn’s Water Use Efficiency program are available on the City of Auburn’s website at visit auburnwa.gov/water. FLUORIDE The City of Auburn does not add fluoride to your drinking water. In 2022, Fluoride levels present in Auburn’s water range from 0.0-0.2 ppm. If you have questions about fluoride for dental use, please consult with your doctor or dentist. For more information on fluoride in drinking water, visit the Environmental Protection Agency (EPA) website at epa.gov/ground-water-and-drinking-water. PARAMETER STANDARDS SAMPLE RESULTS ADDITIONAL INFORMATION MCLG MCL Average Range Typical Source/Comments INORGANIC SUBSTANCE Arsenic (ppb)0 10 ND - 1.8 Erosions of natural deposits. Most recent sampling date and data are from the most recent testing done in accordance with the regulations. Nitrate (ppm)10 10 0.30 - 3.25 Natural deposits, fertilizer, septic tanks VOLATILE ORGANIC SUBSTANCE Haloacetic Acids (ppb) NA 60 ND By-product of drinking water disinfection Total Trihalomethanes (ppb)NA 80 9.03 - 10.41 By-product of drinking water disinfection OTHER MONITORED SUBSTANCE Chlorine Residual (ppm) 4 (MRDL)4 (MRDLG) 0.59 0.40 - 0.77 Measure of disinfectant added to water Manganese (ppb)50 (SMCL)ND Black to brown color, black staining; Bitter metallic taste UNIT DESCRIPTION NA: Not applicable ND: Not detected ppm: parts per million, or milligrams per liter (mg/l) ppb: parts per billion, or micrograms per liter (µg/l) MCL | Maximum Contaminant Level The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLG | Maximum Contaminant Level Goal The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MRDL | Maximum Residual Disinfectant Level The highest level of a disinfectant allowed in drinking water. MRDLG | Maximum Residual Disinfectant Level GoalThe level of a drinking water disinfectant below which there is no known or expected risk to health. SMCL | Secondary Maximum Contaminant LevelThe secondary standards are set to give public water systems some guidance on removing those chemicals to levels that are below what most people will find to be noticeable. They are non-mandatory and non-enforceable. DEFINITIONS REQUIRED HEALTH INFORMATION FROM THE EPA HEALTH ISSUESSome people may be more vulnerable to contaminants in drinking water than the general population. Immuno-compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. Environmental Protection Agency (EPA)/Centers for Disease Control (CDC) guidelines on appropriate means to lessen the risk of infection by Cryptosporidium and other microbial contaminants are available from the EPA’s Safe Water Drinking Hotline at 800-426-4791. CONTAMINANTS AND REGULATIONS Drinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the EPA Safe Drinking Water Hotline at 800-426- 4791. The sources of drinking water (both tap water and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Microbial contaminants, such as viruses and bacteria, may come from septic systems, livestock and wildlife. Inorganic contaminants, such as salts and metals, can be naturally occurring or result from urban stormwater run-off, septic systems or fertilizer use. Pesticides and herbicides may come from a variety of sources such as agriculture, urban stormwater run-off and residential uses. Organic chemical contaminants, including synthetic and volatile organic chemicals, are by-products of industrial processes and petroleum production, and can also come from gas stations, urban stormwater run-off, and septic systems. Radioactive contaminants can be naturally occurring or be the result of oil and gas production and mining activities. In order to ensure that tap water is safe to drink, EPA prescribes regulations that limit the amount of certain contaminants in water provided by public water systems. Food and Drug Administration regulations set limits for contaminants in bottled water that are intended to provide similar protection for public health. Public Works Department City of Auburn 25 W Main Street Auburn WA 98001-4998 PRSRT STD US POSTAGEPAID SEATTLE WA PERMIT #1652 AUBURN WATER UTILITY2022 WATER QUALITY REPORT AUBURN WATER UTILITY2022 WATER QUALITY REPORT THE AUBURN WATER UTILITY IS PROUD TO PRESENT YOU WITH OUR 2022 WATER QUALITY REPORT. This report is a snapshot of 2022 water quality. The test results in this report show that Auburn’s water meets or surpasses all federal and state standards for public drinking water. Auburn’s water comes from a combination of wells drawing water from deep below the city, and springs located near the walls of the valley. Water from the valley wells and springs is distributed to the entire Auburn service area. Additional wells are located in Lakeland Hills and serve Auburn customers in that neighborhood.Green RiverW h ite R iverSR 167 HWY 18 ACADEMYLEA HILL Coal Creek WEST HILL LAKELAND HILLS CITY OF AUBURNWATER SYSTEM DOWNTOWN WELL RESERVOIR SPRINGTREATMENT SITE PUMP STATION Auburn provides water to its customers from 4 active wells and 2 springs located in the Valley. Auburn customers in Lakeland Hills get their water from 2 active wells in that area. The wells are 290 to 750 feet deep and produce from 180 to 3,500 gallons per minute (gpm) of water. The Springs produce from 600 to 3,800 gpm of water. To supplement the demand in Lakeland Hills, water from the Valley is also provided from the Terrace View Pump Station located at Alexander Place and Terrace View Drive SE. Water quality is generally very good and requires minimal treatment and the water is soft to moderately hard. Water from wells and springs is aerated for pH adjustment through two corrosion control facilities, and chlorine is added for disinfection. Auburn does not add fluoride to its water. Fluoride is a naturally-occurring element in groundwater, and is detected at levels up to 0.2 parts per million (ppm) in Auburn’s sources. For the latest map showing fluoride levels throughout the City, please visit auburnwa.gov/water. Although most wells and springs are in the Valley, water storage tanks/reservoirs are generally located at the highest elevation in the hills so that water from these tanks can flow by gravity to our customers. Auburn has 8 reservoirs with a total storage capacity of 15.8 million gallons. Auburn has 6 active pump stations that pump water from the Valley up to the hills to the reservoirs, and boost it to higher elevations and pressure on the hills. Auburn also has 36 Pressure Reducing Valve (PRV) stations to keep the pressure in the water mains at acceptable levels. These PRVs are located at various elevations in the hills. PARAMETER STANDARDS SAMPLE RESULTS ADDITIONAL INFORMATION MCLG MCL Typical Source/Comments INORGANIC SUBSTANCE Nitrate (ppm)10 10 0.47 Natural deposits, fertilizer, septic tanks SYNTHETIC ORGANIC SUBSTANCE PFOA (ppt) PFOS (ppt) PFHxS (ppt) PFNA (ppt) PFBS (ppt) N/A 10 15 65 9 345 ND Run-off or leaching from firefighting foam, Industrial discharge, landfills and wastewater treatment plants RADIOACTIVE SUBSTANCE Gross Alpha Radium 228 15 (PCi/L) 5 (PCi/L) <3 0.764 Erosion of natural deposits Erosion of natural deposits OTHER MONITORED SUBSTANCE Chlorine Residual (ppm) 4 (MRDL)4 (MRDLG) Average 0.55 Range 0.42 - 0.75 Measure of disinfectant added to the water UNIT DESCRIPTION ppm: parts per million, or milligrams per liter (mg/l)ppb: parts per billion, or micrograms per liter (µg/l)ppt: parts per trillion, or nanograms per liter (ng/l) THE AUBURN WATER UTILITY IS PROUD TO PRESENT YOU WITH OUR 2022 WATER QUALITY REPORT. The water which we provide to your home comes from a deep well located in your neighborhood. This report is a snapshot of 2022 water quality. MCL | Maximum Contaminant Level The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLG | Maximum Contaminant Level Goal The level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. MRDL | Maximum Residual Disinfectant Level The highest level of a disinfectant allowed in drinking water. MRDLG | Maximum Residual Disinfectant Level Goal The level of a drinking water disinfectant below which there is no known or ex- pected risk to health. ND | Not Detected DEFINITIONS REQUIRED HEALTH INFORMATION FROM THE EPA HEALTH ISSUES Some people may be more vulnerable to contaminants in drinking water than the general population. Immuno-compromised persons such as persons with cancer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. Environmental Protection Agency (EPA)/Centers for Disease Control (CDC) guidelines on appropriate means to lessen the risk of infection by Cryptosporidium and other microbial contaminants are available from the EPA’s Safe Drinking Water Hotline at 800-426- 4791. CONTAMINANTS AND REGULATIONSDrinking water, including bottled water, may reasonably be expected to contain at least small amounts of some contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More information about contaminants and potential health effects can be obtained by calling the EPA Safe Drinking Water Hotline at 800-426-4791. The sources of drinking water (both tap water and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs and wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and, in some cases, radioactive material, and can pick up substances resulting from the presence of animals or from human activity. Microbial contaminants, such as viruses and bacteria, may come from septic systems, livestock and wildlife. Inorganic contaminants, such as salts and metals, can be naturally occurring or result from urban stormwater run- off, septic systems or fertilizer use. Pesticides and herbicides may come from a variety of sources such as agriculture, urban stormwater run-off and residential uses. Organic chemical contaminants, including synthetic and volatile organic chemicals, are by-products of industrial processes and petroleum production, and can also come from gas stations, urban stormwater run-off, and septic systems. Radioactive contaminants can be naturally occurring or be the result of oil and gas production and mining activities. Perfluorooctanoic acid (PFOA), Perfluorooctanesulfonic acid (PFOS), Perfluorohexanesulfonic acid (PFHxS), Perfluorononanoic acid (PFNA) and Perfluorobutanesulfonic acid (PFBS), belong to a larger group of chemicals called per- and polyfluoroalkyl substances (PFAS), which have been extensively utilized in both industrial and consumer products. PFAS have been found to persist in the environment and have the ability to accumulate in the human body over an extended period and may have potential health effects. In order to ensure that tap water is safe to drink, EPA prescribes regulations that limit the amount of certain contaminants in water provided by public water systems. Food and Drug Administration regulations set limits for contaminants in bottled water that are intended to provide similar protection for public health. HIDDEN VALLEY ACRES AUBURN WATER UTILITY2022 WATER QUALITY REPORT The Auburn Water Utility is part of the Public Works Department, which receives oversight from the Auburn City Council. Regular Council meetings occur on the first and third Mondays of the month at the Auburn City Hall at 7:00 p.m. The public is welcome to attend. Water Utility Information 253-931-3010Maintenance & Operations 253-931-3048Billing Information 253-931-3038 City of Auburn auburnwa.govWashington State Dept. of Health doh.wa.gov/community-and-environment/drinking-waterEnvironmental Protection Agency epa.gov/ground-water-and-drinking-water FLUORIDE The City of Auburn does not add fluoride to your drinking water at Hidden Valley Acres. If you have questions about fluoride for dental use, please consult with your doctor or dentist. For more information on fluoride in drinking water, visit the Environmental Protection Agency (EPA) website at epa.gov. WATER USE EFFICIENCY The main components of the City of Auburn Water Use Efficiency (WUE) program are managing the water distribution system to minimize water loss, and encouraging responsible use of water by our customers. Water loss is the difference between the total water produced and the water used by our customers, presented here as a percentage of water produced. The City of Auburn Water Utility goal since 1999 has been to maintain water loss at or below 10%. In 2022, the Hidden Valley Acres water loss was approximately 6.6%, below the 10% target. The rolling 3-year average was 5.1%, meeting the WUE rule of at-or-below 10%. Responsible water use by our customers is promoted by the Utility through educational programs for school children and homeowners. Quantifying the benefit of educational programs and corresponding behavioral changes is difficult, but reductions in water use and/or waste can have a significant impact on the amount of water use as a whole. The City of Auburn is committed to efficiently managing the water distribution system and encourages you to use water wisely. CROSS CONNECTION CROSS CONNECTION CONTROL PROGRAM: PROTECTING OUR WATER SYSTEM FROM CONTAMINATION A cross connection is a connection between a water pipe and a source of contamination. Examples of cross connections within the home include hose ends submerged in pools, hot tubs or buckets, irrigation systems and most hose-end spray applicators. Cross connections are extremely dangerous because they provide opportunities for contaminated fluids to be pulled back into the water system. To protect our water supply, avoid using hose-end sprayers and maintain an air gap by keeping the hose end above the water surface when filling containers. Irrigation systems are required to have a backflow assembly. Backflow assemblies require a plumbing permit, must be inspected by a cross connection specialist, and must be tested by a certified tester when installed, and yearly thereafter. For more information or a list of certified testers, see auburnwa.gov/water or call the Water Division at 253-931-3048. LEAD AND COPPER RESIDENTIAL LEAD AND COPPER MONITORING: Residential lead and copper sampling was conducted in Summer 2021 to determine the concentrations of lead and copper that leach from residential water pipes and fixtures. Lead results ranged from <1 ppb to 1 ppb. Copper from 0.035 ppm to 0.16 ppm. The 90th percentile results for lead and copper were 1 ppb and 0.16 ppm respectively. The Action Level for lead is 15 ppb and for copper is 1.3 ppm. If present, elevated levels of lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. The Auburn Water Utility is responsible for providing high quality drinking water, but cannot control the variety of materials used in plumbing components. When your water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for thirty seconds to two minutes before using water for drinking or cooking. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe Drinking Water Hotline at 800-426-4791 or at epa.gov. HIDDEN VALLEY ACRES’ WATER SOURCE Hidden Valley Acres gets its water from a well 6 inches in diameter and 352 feet in depth located in the neighborhood. The City of Auburn refers to this separate source and its distribution system as Braunwood Water System. The well which was drilled in 1989 has a capacity of 20 gallons per minute. The pump house building consists of a well, pumps, pipes, controls and other mechanical and electrical equipment. The site is also equipped with a generator for emergency power. A 33,000-gallon concrete storage tank 20 feet in diameter and 15 feet in depth is located adjacent to the pump house. Sensors control when the well pump turns on to fill the reservoir. High level and low level alarms are tied into the City’s Supervisory Control and Data Acquisition (SCADA) system. Water from the reservoir is pumped to 3 pressure vessels by 3 booster pumps (1 for emergency) where domestic pressure is maintained at around 60 pounds per square inch (psi) and then distributed to the customers in the neighborhood through 4 inch diameter underground ductile iron pipes. Water quality is generally very good and requires minimal treatment and the water is soft. Inside the pump house, chlorine is added for disinfection. No fluoride is added to this water. The annual water supply is limited by the water right certificate limit that was issued by the Department of Ecology and the system is not connected to the City’s main water system and does not benefit from any other water sources. Therefore, water usage monitoring and conservation efforts are critical in the Hidden Valley Acres area to avoid emergency water restrictions, penalties, and potential shut-downs. Braunwood Pump House Braunwood Reservoir APPENDIX O V2024.0 Coliform Monitoring Plan City of Auburn – Page 1 Coliform Monitoring Plan for: City of Auburn Water Division A. System Information Water System Name City of Auburn Water Division County King and Pierce System I.D. Number 03350V Name of Plan Preparer Chris Thorn Position Water Quality Programs Coordinator Daytime Phone # (253) 804-5065 Sources: Source Name, Well Depth, Pumping Capacity Valley, Lea Hill, Academy Service Area Sources Coal Creek Springs (3,500 gpm) West Hill Springs (600 gpm) Well #1 (125 feet, 2,100 gpm) Well #2 (242 feet, 2,000 gpm) Well #3A (285 feet, Emergency, 0 gpm) Well #3B (309 feet, Emergency, 0 gpm) Well #4 (296 feet, 2,600 gpm) Well #6 (237 feet, 2,100 gpm) Well #7 (234 feet, 0 gpm)) Lakeland Service Area Sources Well #5 (320 feet, 650 gpm) Well #5A (510 feet, 180 gpm) Well #5B (710, Emergency, 0 gpm) Storage: List and Describe Reservoir #1 – 5 million gallons Reservoir #2 – 3.6 million gallons Reservoir #8A – 1.2 million gallons Reservoir #8B – 1.5 million gallons Reservoir #4A – 1 million gallons Reservoir #4B – 1.4 million gallons Reservoir #5 – 1 million gallons Reservoir #6 – 1.5 million gallons Treatment: Source Name & Process The City’s water treatment includes chlorination, corrosion control, and metals removal Coal Creek Springs - chlorination to achieve 4-log treatment. Corrosion control at Howard Road CCT West Hill Springs - gaseous chlorination Well #1 – hypochlorite chlorination. Corrosion V2024.0 Coliform Monitoring Plan City of Auburn – Page 2 control at Howard Road CCT Well #2, #6. and #7 – chlorinated and corrosion control in Fulmer Field CCT Well #3A and #3B – not operated Well #4 – hypochlorite chlorination Well #5 – not chlorinated Well #5A – hypochlorite chlorination Well #5B not in service – has ability to provide chlorination. Iron and manganese treatment available. Pressure Zones: Number and name Academy 350 – Academy service area Academy 445- Academy service area Academy 531 - Academy service area Academy 585 - Academy service area Lakeland 330 – Lakeland service area Lakeland 390 – Lakeland service area Lakeland 440– Lakeland service area Lakeland 441 – Lakeland service area Lakeland 446 – Lakeland service area Lakeland 485 – Lakeland service area Lakeland 545 – Lakeland service area Lakeland 575 – Lakeland service area Lakeland 630 – Lakeland service area Lakeland 670 – Lakeland service area Lakeland 697 – Lakeland service area Lea Hill 299 – Lea Hill service area Lea Hill 395 – Lea Hill service area Lea Hill 405– Lea Hill service area Lea Hill 406 – Lea Hill service area Lea Hill 462 – Lea Hill service area Lea Hill 500 – Lea Hill service area Lea Hill 563 – Lea Hill service area Lea Hill 648 – Lea Hill service area Valley 242 – Valley service area Valley 288 – Valley service area Population by Service Area (2020) Academy – 8,807 Lakeland – 5,831 Lea Hill - 13,844 Valley - 32,973 Total – 61,455 Number of Routine Samples Required Monthly by Regulation: 100 Number of Sample Sites Needed to Represent the Distribution System: 70 *Request DOH Approval of Triggered Yes No V2024.0 Coliform Monitoring Plan City of Auburn – Page 3 Source Monitoring Plan? B. Laboratory Information Laboratory Name Water Management Laboratories, Inc. Office Phone # (253) 531-3121 Address 1515 80th Street E Tacoma, WA 98404 After Hours # (253) 841-0732 Hours of Operation Monday–Friday 8:00 a.m. to 5:00 p.m. Saturday 9:00 a.m. to 12:00 p.m. Contact Name Christa Garrettson Emergency Laboratory Name Spectra Laboratories, LLC Office Phone # (253) 272-4850 Address 2221 Ross Way Tacoma, WA 98421 After Hours # Hours of Operation Monday–Friday 8:00 a.m. to 5:00 p.m. Contact Name Jeffrey Cooper C. Wholesaling of Groundwater Yes No We are a consecutive system and purchase groundwater from another water system. If yes, Water System Name: ______________________________ Contact Name: ______________________________ Telephone Numbers: ______________________________ We sell groundwater to other public water systems. V2024.0 Coliform Monitoring Plan City of Auburn – Page 4 If yes, Water System Name: ___City of Algona_________________ Contact Name: Matt Bailey__________________ Telephone Numbers: (253) 833-2897 _____________ D. Routine and Repeat Sample Locations Location/Address for Routine Sample Sites Location/Address for Repeat Sample Sites Routine Sample Site Pressure Zone C-1. 31512 115th Pl SE C-1a. 31515 115th Pl SE Lea Hill 563 zone C-1b. 31521 115th Pl SE C-2. 13006 305th Pl SE C-2a. 13002 305th Pl SE Lea Hill 648 zone C-2b. 13021 305th Pl SE C-3. 11517 305th Pl SE C-3a. 11522 305th Pl SE Lea Hill 563 zone C-3b. 11511 305th Pl SE C-4. 10417 301st St SE C-4a. 10422 301st St SE Lea Hill 406 zone C-4b. 10411 301st St SE C-5. 1212 12th St NE C-5a. 1208 12th St NE Valley 242 zone C-5b. 1201 M St NE C-6. 3816 I Pl NE C-6a. 3806 I Pl NE Valley 242 zone C-6b. 3824 I Pl NE C-7. 3705 W Valley Hwy N (across from 1410 37th St NW) C-7a. 3615 W Valley Hwy N Valley 242 zone C-7b. 3705 W Valley Hwy N C-8. 311 2nd St NE C-8a. 309 2nd St NE Valley 242 zone 311 in front of C-8b. 318 2nd St NE C-9. 2635 Forest Ridge Dr SE C-9a. 2705 Forest Ridge Dr SE Academy 445 zone C-9b. 2750 Forest Ridge Dr SE C-10. 3614 Orchard St SE C-10a. 6315 37th St SE Academy 585 zone V2024.0 Coliform Monitoring Plan City of Auburn – Page 5 Location/Address for Routine Sample Sites Location/Address for Repeat Sample Sites Routine Sample Site Pressure Zone C-10b. 6316 37th St SE C-11. 3602 A St SE C-11a. 3414 A St SE Valley 242 zone C-11b. 4026 A St SE C-12. 810 37th St SE C-12a. 809 37th St SE Valley 242 zone C-12b. 746 37th St SE C-13. 5110 Mill Pond Dr SE C-13a. 801 52nd St SE Lakeland 575 zone C-13b. 5012 Mill Pond DR SE C-14. 5501 James Ave SE C-14a. 5515 James Ave SE Lakeland 630 zone C-14b. 5405 James Ave SE C-15. 1505 West Valley Hwy S C-15a. 907 West Valley Hwy S Valley 242 zone C-15b. 1602 West Valley Hwy S C-16. 2820 V Ct SE C-16a. 2811 V Ct SE Academy 350 zone C-16b. 2831 V Ct SE C-17. 5705 37th St SE C-17a. 5805 37th St SE Academy 585 zone C-17b.5702 37th St se C-18. 3029 Scenic Dr SE C-18a. 3045 Scenic Dr SE Academy 445 zone C-18b. 3022 Scenic Dr SE C-19. 5208 Nathan Loop SE C-19a. 5207 Nathan Loop SE Lakeland 697 zone C-19b. 5213 Nathan Loop SE C-20. 211 14th St SE C-20a. 218 14th St SE Valley 242 zone C-20b. 202 14th St SE C-21. 901 W Main St C-21a. 899 W Main St Valley 242 zone C-21b. 1025 W Main St C-22. 4430 B St NW C-22a. 4302 B St NW Valley 242 zone C-22b. 4450 B St NW C-23. 4002 Auburn Way N C-23a. 3920 Auburn Way N Valley 242 zone C-23b. 722 40th St NE V2024.0 Coliform Monitoring Plan City of Auburn – Page 6 Location/Address for Routine Sample Sites Location/Address for Repeat Sample Sites Routine Sample Site Pressure Zone C-24. 931 17th St NE C-24a. 1022 17th St NE Valley 242 zone C-24b. 932 17th St NE C-25. 1905 19th Dr NE C-25a. 2005 19th Dr NE Valley 242 zone C-25b. 1905 19th Dr NE C-26. 10804 299th Pl SE C-26a. 29821 108th Ave SE Lea Hill 462 zone C-26b. 10891 299th Pl SE C-27. 10823 292nd St SE C-27a. 10803 292nd St SE Lea Hill 563 zone C-27b. 10827 292nd St SE C-28. 30510 122nd Pl SE C-28a. 30518 122nd Pl SE Lea Hill 563 zone C-28b. 12121 se 304th Ct C-29. 11655 323rd Pl SE C-29a. 11643 323rd Pl SE Lea Hill 563 zone C-29b. 11808 323rd Pl SE C-30. 31423 Lea Hill Rd C-30a. 31261 Lea Hill Rd Lea Hill 405 zone C-30b. 31929 Lea Hill Rd C-31. 5503 Elizabeth Ave SE C-31a. 5407 Elizabeth Ave SE Lakeland 630 zone C-31b. 5521 Elizabeth Ave SE C-32. 4947 Diana Ct SE C-32a. 502 50th St SE Lakeland 440 zone C-32b. 452 50th St SE C-33. 2808 R Pl SE C-33a. 2819 R Pl SE Valley 242 zone C-33b. 2807 R Pl SE C-34. 3501 Auburn Way S #1 C-34a. 3501 Auburn Way S #58 Academy 445 zone C-34b. 3501 Auburn Way S #5 C-35. 2015 Fir St SE C-35a. 2005 Fir St SE Academy 445 zone C-35b. 3020 21st St SE C-36. 404 26th St SE C-36a. 412 26th St SE Valley 242 zone C-36b. 2614 D St SE C-37. 408 V Pl SE C-37a. 410 V Pl SE Valley 242 zone V2024.0 Coliform Monitoring Plan City of Auburn – Page 7 Location/Address for Routine Sample Sites Location/Address for Repeat Sample Sites Routine Sample Site Pressure Zone C-37b. 411 V Pl SE C-38. 32013 104th Pl SE C-38a. 31900 104th Pl SE Valley 242 zone C-38b. 32023 104th Pl SE C-39. 11307 313th Pl SE C-39a. 11315 313th Pl SE Lea Hill 563 zone C-39b. 11209 313th Pl SE C-40. 31926 120th Pl SE C-40a. 31914 120th Pl SE Lea Hill 563 zone C-40b. 11901 se 320th C-41. 30038 125th Ct SE C-41a. 30027 125th Ct SE Lea Hill 563 zone C-41b. 30022 125th Ct SE C-42. 1011 Pike St NW C-42a. 1502 10th Ct NW Valley 242 zone C-42b. 1003 Pike St NW C-43. 21 49th St NE C-43a. 15 49th St NE Valley 242 zone C-43b. 45 49th St NE C-44. 2300 E St NE C-44a. 2131 E St NE Valley 242 zone C-44b. 2340 E St NE C-45.1101 D St NE (Fire Dept) C-45a. 340 15th St NE Valley 242 zone C-45b. 901 Auburn Way N C-46. 710 47th St SE C-46a. 706 47th St SE Lakeland 390 zone C-46b. 714 47th St SE C-47. 2001 36th St SE C-47a. 3501 V St SE Valley 242 zone C-47b. 3507 V St SE C-48. 3410 Olympic St SE C-48a. 3502 Olympic St SE Valley 242 zone C-48b. 3308 Olympic St SE C-49. 5413 33rd St SE C-49a. 5420 33rd St SE Academy 585 zone C-49b. 5401 33rd St SE C-50. 2610 17th St SE C-50a. 2702 17th St SE Academy 445 zone C-50b. 2513 17th St SE V2024.0 Coliform Monitoring Plan City of Auburn – Page 8 Location/Address for Routine Sample Sites Location/Address for Repeat Sample Sites Routine Sample Site Pressure Zone C-51. 1220 20th Ct SE C-51a. 1925 N Ct SE Valley 242 zone C-51b. 1921 O Ct SE C-52. 921 H St SE C-52a. 915 H St SE (Museum) Valley 242 zone C-52b. 724 9th St SE C-53. 10 R Pl NE C-53a. 16 R Pl NE Valley 242 zone C-53b. 12 R Pl NE C-54. 32313 105th Pl SE C-54a. 32406 107th ave se Lea Hill 563 zone C-54b. 10517 323rd St SE C-55. 32307 111th Pl SE C-55a. 32317 111th Pl SE Lea Hill 563 zone C-55b. 11007 322nd St SE C-56. 12444 318th Way SE C-56a. 12428 318th Way SE Lea Hill 563 zone C-56b. 31709 125th Pl SE C-57. 30121 114th Pl SE C-57a. 30115 114th Pl SE Lea Hill 563 zone C-57b. 30216 114th Pl SE C-58. 29304 112th Ave SE C-58a. 29300 112th Ave SE Lea Hill 563 zone C-58b. 29401 112th Ave SE C-59. 1211 30th St NE C-59a. 1212 30th St NE Valley 242 zone C-59b. 1203 30th St NE C-60. 2001 R St NW C-60a. 2101 R St NW Valley 242 zone C-60b. 1501 20th St NW C-61. 2607 T St SE C-61a. 2604 T St SE Valley 242 zone C-61b. 2707 T St SE C-62. 30521 108th Ave SE C-62a. 10815 305th Pl SE Lea Hill 500 zone C-62b. 30441 108th Ave SE C-63. 4517 Kennedy Ave SE C-63a. 4501 Kennedy Ave SE Lakeland 390 zone C-63b. 4701 Kennedy Ave SE C-64. 2193 53rd ST SE C-64a. 5340 Udall St SE Lakeland 545 zone V2024.0 Coliform Monitoring Plan City of Auburn – Page 9 Location/Address for Routine Sample Sites Location/Address for Repeat Sample Sites Routine Sample Site Pressure Zone C-64b. 5320 Udall St SE C-65. 4517 Victoria Ave SE (next to storm pond) C-65a. 2241 53rd St SE Lakeland 485 zone C-65b. 5206 Victoria Ave SE C-66. 2501 56th St SE C-66a. 5602 Bennett Ave SE Lakeland 697 zone C-66b. 5602 Charlotte Ave SE C-67. 2503 56th St SE C-67a. 5522 Bennett Ave SE Lakeland 630 zone C-67b. 5539 Charlotte Ave SE C-68. 29037 118th Ave SE C-68a. 29809 118th Ave SE Lea Hill 563 zone C-68b. 29040 118th Ave SE C-69. 104 60th St SE C-69a. 5680 A St SE Valley 242 zone C-69b. 6021 Alexander Ave SE C-70. 1509 51st St SE C-70a. 1454 51st St SE Valley 242 zone C-70b. 1518 51st St SE Important Notes for Sample Collector: 1. Collect samples early in the month and early in the week. 2. Do not collect sample(s) in a week when there is a holiday or when a key staff member is on vacation. 3. If a sample site is no longer a good sample site, substitute an acceptable site in the same area. If the condition change cannot be resolved, choose a permanent new sample site and update this CMP. 4. Always review the lab results for your coliform samples. E. Reduced Triggered Source Monitoring Justification Auburn is not requesting reduced triggered source monitoring approval. When Auburn is notified of a routine distribution sample that is total coliform positive in Auburn’s distribution system or in one of Auburn’s wholesale customers systems (and the sample is not invalidated under WAC 246-290-320 (d)), triggered source water monitoring is required within 24 hours of said notification. Triggered source water monitoring requires collecting one sample at each groundwater source that was in use at the time the total coliform positive sample was collected. The source samples are to be collected prior to treatment (i.e. raw water samples), and are to be analyzed for E. coli. V2024.0 Coliform Monitoring Plan City of Auburn – Page 10 F. Routine Sample Rotation Schedule Week Routine Site(s) 1 C-1 through C-18 and C-36 through C-42 2 C-19 through C-35 and C-54 through C-61 3 C-36 through C-53 and C-1 through C-7 4 C-54 through C-70 and C-19 through C26 G. Routine Sample Locations - Month Following Unsatisfactory Samples Location/Address for Routine Sample Site(s) Unsatisfactory the Previous Month Location/Address for the five Routine Sample Sites The month after a coliform positive sample, one hundred (100) routine samples will be submitted in accordance with Section A of this plan. H. E. coli-present response plans Distribution System E. coli Response Checklist Background Information Yes No N/A To Do List To Do We inform staff members about activities within the distribution system that could affect water quality. We document all water main breaks, construction & repair activities, and low pressure and outage V2024.0 Coliform Monitoring Plan City of Auburn – Page 11 Distribution System E. coli Response Checklist incidents. We can easily access and review documentation on water main breaks, construction & repair activities, low pressure and outage incidents. Our Cross-Connection Control Program is up-to-date. We test all cross-connection control devices annually as required, with easy access to the proper documentation. We routinely inspect all treatment facilities for proper operation. We have procedures in place for disinfecting and flushing the water system if it becomes necessary. We can activate an emergency intertie with an adjacent water system in an emergency. We have a map of our service area boundaries. We have consumers who may not have access to bottled or boiled water. There is a sufficient supply of bottled water immediately available to our customers who are unable to boil their water. We have identified the contact person at each day care, school, medical facility, food service, and other customers who may have difficulty responding to a Health Advisory. We have messages prepared and translated into different languages to ensure our consumers will understand them. Update We have the capacity to print and distribute the required number of notices in a short time period. Policy Direction Yes No N/A To Do List We have discussed the issue of E. coli-present sample results with our policy makers. Inform new members If we find E. coli in a routine distribution sample, the policy makers want to wait until repeat test results are available before issuing advice to water system customers. Potential Public Notice Delivery Methods Yes No N/A To Do List V2024.0 Coliform Monitoring Plan City of Auburn – Page 12 It is feasible to deliver a notice going door-to-door. We have a list of all of our customers’ addresses. We have a list of customer telephone numbers or access to a Reverse 9-1-1 system. We have a list of customer email addresses. We encourage our customers to remain in contact with us using social media. We have an active website we can quickly update to include important messages. Our customers drive by a single location where we could post an advisory and expect everyone to see it. We need a news release to supplement our public notification process. E. coli-Present Triggered Source Sample Response Checklist – All Sources Background Information Yes No N/A To Do List To Do We review our sanitary survey results and respond to any recommendations affecting the microbial quality of our water supply. We address any significant deficiencies identified during a sanitary survey. There are contaminant sources within our Wellhead Protection Area that could affect the microbial quality of our source water, and If yes, we can eliminate them. We routinely inspect our well site(s). We have a good raw water sample tap installed at each source. After we complete work on a source, we disinfect the source, flush, and collect an investigative sample. Public Notice Yes No N/A To Do List We discussed the requirement for immediate public notice of an E. coli-present source sample result with our water system’s governing body (board of directors or commissioners) and received direction from them on our response plan. V2024.0 Coliform Monitoring Plan City of Auburn – Page 13 We discussed the requirement for immediate public notice of an E. coli-present source sample result with our wholesale customers and encouraged them to develop a response plan. Update We have prepared templates and a communications plan that will help us quickly distribute our messages. Update E. coli-Present Triggered Source Sample Response Checklist–Source S01 Coal Creek Springs Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). for Valley for Academy We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.8____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. V2024.0 Coliform Monitoring Plan City of Auburn – Page 14 E. coli-Present Triggered Source Sample Response Checklist–Source S02 West Hill Springs Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.8____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S03 Well No. 1 Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. V2024.0 Coliform Monitoring Plan City of Auburn – Page 15 We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.8____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S04 Well No. 2 Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. V2024.0 Coliform Monitoring Plan City of Auburn – Page 16 We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.9____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S05 Well No. 3A (Not Operated) Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus V2024.0 Coliform Monitoring Plan City of Auburn – Page 17 treatment (CT = 6) before the first customer. If yes, at what concentration? _____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S06 Well No. 5 Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _____ mg/L Add permanent chlorination We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our V2024.0 Coliform Monitoring Plan City of Auburn – Page 18 pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S07 Well No. 4 Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). for Valley for Academy We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.7____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus V2024.0 Coliform Monitoring Plan City of Auburn – Page 19 treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S08 Well No. 3B (Not Operated) Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. V2024.0 Coliform Monitoring Plan City of Auburn – Page 20 E. coli-Present Triggered Source Sample Response Checklist–Source S10 Well No. 5A Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.7____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S11 Well No. 7 Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for V2024.0 Coliform Monitoring Plan City of Auburn – Page 21 several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _0.9____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S012 Well No. 6 Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus V2024.0 Coliform Monitoring Plan City of Auburn – Page 22 treatment (CT = 6) before the first customer. If yes, at what concentration? _0.9____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. Confirm equipment and steps required We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. E. coli-Present Triggered Source Sample Response Checklist–Source S013 Well No. 5B (Seasonal) Alternate Sources Yes No N/A To Do List To Do We can stop using this source and still provide reliable water service to our customers. We have an emergency intertie with a neighboring water system that we can use until corrective action is complete (perhaps for several months). We can provide bottled water to all or part of the distribution system for an indefinite period. We can quickly replace our existing source of supply with a more protected new source. Temporary Treatment Yes No N/A To Do List To Do This source is continuously chlorinated, and our existing facilities can provide 4-log virus treatment (CT = 6) before the first customer. If yes, at what concentration? _____ mg/L We can quickly introduce chlorine into the water system and take advantage of the existing contact time to provide 4-log virus treatment to a large portion of the distribution system. We can reduce the production capacity of our pumps or alter the configuration of our storage quantities (operational storage) to increase the V2024.0 Coliform Monitoring Plan City of Auburn – Page 23 amount of time the water stays in the system before the first customer to achieve CT = 6. We can alter the demand for drinking water (maximum day or peak hour) through conservation messages to increase the time the water is in the system prior to the first customer in order to achieve 4-log virus treatment with chlorine. Distribution System E. coli Response Plan If we have E. coli in our distribution system we will immediately: 1. Call DOH. 2. Collect repeat and triggered source samples per Part D. Collect additional investigative samples as necessary. 3. Inspect our water system facilities, including wholesale interties, for proper operation. 4. Interview staff to determine whether anything unusual was happening in the water system service area, especially since the previous month’s sample(s). 5. Review new construction activities, water main breaks, and pressure outages that may have occurred during the previous month. 6. Review Cross-Connection Control Program status. 7. Discuss with DOH whether to issue a Health Advisory based on the findings of steps 3-6. E. coli–Present Triggered Source Sample Response Plan – Source S01 Coal Creek Springs If we have E. coli in Source S01 Coal Creek Springs water we will immediately: 1. Call DOH. 2. Distribute required notice, including to City of Algona and KC WD#111. 3. Interview staff. Inspect spring facilities for signs of contamination source. 4. Ask DOH to review our Contact Time analysis and acknowledge that we provide 4-log virus treatment before the first customer. E. coli–Present Triggered Source Sample Response Plan – Source S02 West Hill Springs If we have E. coli in Source S02 West Hill Springs water we will immediately: 1. Shutdown S02 West Hill Springs 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect spring facility and transmission main for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment before the first customer. V2024.0 Coliform Monitoring Plan City of Auburn – Page 24 E. coli–Present Triggered Source Sample Response Plan – Source S03 Well No. 1 If we have E. coli in Source S03 Well No. 1 water we will immediately: 1. Shutdown S03 Well No. 1 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment before the first customer. E. coli–Present Triggered Source Sample Response Plan – Source S04 Well No. 2 If we have E. coli in Source S04 Well No. 2 water we will immediately: 1. Shutdown S04 Well No. 2 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility, including Well 6, for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment before the first customer. E. coli–Present Triggered Source Sample Response Plan – Source S05 Well No. 3A If we have E. coli in Source S05 Well No. 3A water we will immediately: 1. Shutdown S05 Well No. 3A 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility for signs of contamination source. 5. Keep contaminated well off-line until 4-log virus treatment is designed, approved, and installed. E. coli–Present Triggered Source Sample Response Plan – Source S06 Well No. 5 If we have E. coli in Source S06 Well No. 5 water we will immediately: 1. Shutdown Source S06 Well No. 5. 2. Call DOH. 3. Distribute required notice. 4. Interview staff. Inspect well facility for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment before the first customer. V2024.0 Coliform Monitoring Plan City of Auburn – Page 25 E. coli–Present Triggered Source Sample Response Plan – Source S07 Well No. 4 If we have E. coli in Source S07 Well No. 4 water we will immediately: 1. Shutdown S07 Well No. 4 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment before the first customer. E. coli–Present Triggered Source Sample Response Plan – Source S08 Well No. 3B If we have E. coli in Source S08 Well No. 3B water we will immediately: 1. Shutdown S08 Well No. 3B 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility for signs of contamination source. 5. Keep contaminated well off-line until 4-log virus treatment is designed, approved, and installed. E. coli–Present Triggered Source Sample Response Plan – Source S10 Well No. 5A If we have E. coli in Source S10 Well No. 5A water we will immediately: 1. Shutdown S10 Well No. 5A 2. Call DOH. 3. Distribute required notice. 4. Interview staff. Inspect well facility for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment. E. coli–Present Triggered Source Sample Response Plan – Source S11 Well No. 7 If we have E. coli in Source S11 Well No. 7 water we will immediately: 1. Shutdown Source S07 Well No. 7. 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility for signs of contamination source. 5. Keep contaminated well off-line until 4-log virus treatment is designed, approved, and installed. V2024.0 Coliform Monitoring Plan City of Auburn – Page 26 E. coli–Present Triggered Source Sample Response Plan – Source S12 Well No. 6 If we have E. coli in Source S12 Well No. 6 water we will immediately: 1. Shutdown S12 Well No. 6 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect well facility, including Well 2, for signs of contamination source. 5. In concert with DOH, begin work on corrective action plan to provide 4-log virus treatment. E. coli–Present Triggered Source Sample Response Plan – Source S13 Well No. 5B If we have E. coli in Source S13 Well No. 5B water we will immediately: 1. Shutdown S13 Well No. 5B 2. Call DOH. 3. Distribute required notice. 4. Interview staff. Inspect well facility for signs of contamination source. 5. Keep contaminated well off-line until 4-log virus treatment is designed, approved, and installed. E. coli–Present Triggered Source Sample Response Plan – Howard Road CCF (TW-S01-CCS) If we have E. coli in Howard Road CCF (TW-S01-CCS) water we will immediately: 1. Call DOH. 2. Distribute required notice, including to City of Algona and KC WD#111. 3. Interview staff. Inspect Howard Road CCF and Coal Creek Springs. 4. If contamination is from Howard Road CCF, begin work on corrective action plan. 5. If contamination is from Coal Creek Springs, then keep the contaminated source off-line until 4-log virus treatment is designed, approved, and installed. E. coli–Present Triggered Source Sample Response Plan – Fulmer CCF (TW-S14-WF) If we have E. coli in Fulmer CCF (TW-S14-WF) water we will immediately: 1. Shutdown S04 Well No. 2, SO11 Well No. 6, and SO12 Well No. 7. 2. Call DOH. 3. Distribute required notice, including to City of Algona and KC WD#111. 4. Interview staff. Inspect Fulmer CCF, Well No.2, Well No. 6, and Well No. 7 for signs of contamination source. 5. If contamination is from Fulmer CCF, begin work on corrective action plan. 6. If contamination is from a well, then keep the contaminated well off-line until 4-log virus treatment is designed, approved, and installed. In concert with DOH, determine if contamination source can be isolated and allow non-contaminated wells to be brought on-line. V2024.0 Coliform Monitoring Plan City of Auburn – Page 27 I. System Map System Name PWSID# Date Completed by Population Initial Stage 2 Sampling Period First sampling period following March 7, 2018 Number of Samples Required 2 Dual Sample Sets per Year Samples must be a dual sample set: one at the location and during the quarter with the highest TTHM single measurement and one at the location and during the quarter with the highest HAA5 single measurement. 3705 West Valley Hwy N (C-7) August 3615 Orchard St SE (C-10) August 710 47th St SE (C-46) 5208 Nathan Loop SE (C-19) To remain on reduced monitoring: What happens if you exceed any of the above levels? You must return to routine monitoring. Determining Compliance Our system is required to monitor annually (triennially). For compliance, we will determine that each sample taken is less than the MCL. If any sample exceeds the MCL, we must increase monitoring to dual sample sets once per quarter (taken every 90 days) at all locations. If the locational running annual average (LRAA) exceeds the MCL for either TTHM (0.080 mg/l) or HAA5 (0.060 mg/l), an MCL violation will have occurred. The LRAA is calculated based on four consecutive quarters of monitoring. Compliance will then be achieved if the TTHM and the HAA5 LRAA at each monitoring location for the four most recent quarters is less than or equal to 0.080 mg/l for TTHM and less than or equal to 0.060 mg/l for HAA5. Disinfectant Monitoring for TTHM and HAA5 Chlorine residuals must be measured at the same time and place as routine or repeat coliform samples MRDL for chlorine and chloramines = 4.0 mg/l as Cl2 Determining Compliance for disinfectant residuals Compliance is based on the running annual average (RAA) of 12 consecutive months Daily residual measurements will / will not be included in the compliance calculations (circle one) Attach a distribution map with sample locations Stage 2 DBP Monitoring Plan - Groundwater (Reduced Monitoring) December 2011 DOH 331-464 City of Auburn 03350V 3/6/2018 Chris Thorn 55000 Stage 2 Compliance Monitoring Site ID Projected Sampling Date If any annual or triennial sample exceeds the MCL (0.080 ug/l for TTHM or 0.060 ug/l for HAA5) you must begin quarterly monitoring for both TTHM and HAA5 for at least four consecutive quarters to determine if you exceed the MCL. Highest TTHM Site Highest HAA5 Site Backup High TTHM Backup High HAA5 The TTHM LRAA must be less than or equal to 0.060 mg/l AND the HAA LRAA must be less than or equal to 0.045 mg/l at each monitoring location. Comments You will need to print a hard copy for your records and make it available upon request. You do not need to submit a copy to DOH. If you need this publication in an alternate format, call (800) 525-0127. For TTY/TDD call (800) 833-6388. System Name PWSID# Date Completed by Population Initial Stage 2 Sampling Period First sampling period following October 1, 2013 Number of Samples Required 2 Samples per Year (1 TTHM and 1 HAA5) You are required to take individual TTHM and HAA5 samples (instead of a dual sample set at the locations with the highest TTHM and HAA5 concentrations, respectively. If the highest TTHM and HAA5 concentrations occur at the same location (and month, if monitored annually) only one location with a dual sample set per monitoring period is needed. 4431 47th St SE (A-8) August 4431 47th St SE (A-8) August Determining Compliance for TTHM and HAA5 Our system is required to monitor annually. For compliance, we will determine that each sample taken is less than the MCL. If any sample exceeds the MCL, we must increase monitoring to dual sample sets once per quarter (taken every 90 days) at all locations. If the locational running annual average (LRAA) exceeds the MCL for either TTHM (0.080 mg/l) or HAA5 (0.060 mg/l), an MCL violation will have occurred. The LRAA is calculated based on four consecutive quarters of monitoring. Compliance will then be achieved if the TTHM and the HAA5 LRAA at each monitoring location for the four most recent quarters is less than or equal to 0.080 mg/l for TTHM and less than or equal to 0.060 mg/l for HAA5. Disinfectant Monitoring Chlorine residuals must be measured at the same time and place as routine or repeat coliform samples MRDL for chlorine and chloramines = 4.0 mg/l as Cl2 Determining Compliance for disinfectant residuals Compliance is based on the running annual average (RAA) of 12 consecutive months Daily residual measurements will / will not be included in the compliance calculations (circle one) Attach a distribution map with sample locations Comments Braunwood Estates 03336E 7/30/2013 Chris Thorn 30 Stage 2 Compliance Monitoring Site ID Projected Sampling Date Stage 2 DBP Monitoring Plan - Groundwater (Routine Monitoring) Updated July 2012 DOH 331-464 If any annual sample exceeds the MCL (0.080 ug/l for TTHM or 0.060 ug/l for HAA5) you must begin quarterly monitoring for both TTHM and HAA5 for at least four consecutive quarters to determine if you exceed the MCL. Highest TTHM Site Highest HAA5 Site You will need to print a hard copy for your records and make it available upon request. You do not need to submit a copy to DOH. If you need this publication in an alternate format, call (800) 525-0127. For TTY/TDD call (800) 833-6388. APPENDIX P Issued February 2024 City of Auburn Engineering Design Standards Page 1 ENGINEERING DESIGN STANDARDS City of Auburn Engineering Services Public Works Department 25 West Main Street Auburn, WA 98001-4998 Approved By: Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer 2/15/2024 City of Auburn Issued February 2024 Engineering Design Standards Page 2 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 3 ENGINEERING DESIGN STANDARDS TABLE OF CONTENTS Chapter 1: General Information ............................................................................................ 13 1.00 Preface ........................................................................................................................ 13 1.01 Definitions ................................................................................................................... 13 1.02 Contact Information .................................................................................................... 19 1.03 City Reference Material .............................................................................................. 19 1.03.01 City of Auburn Surface Water Management Manual (SWMM) ...................... 20 1.03.02 City of Auburn Engineering Construction Standards (ECS) ............................. 20 1.03.03 Planning Documents ....................................................................................... 20 1.03.04 Informational Handouts .................................................................................. 20 1.03.05 Additional Technical Information .................................................................... 20 1.03.06 Other Reference Material ............................................................................... 21 1.04 Deviation from Standards ........................................................................................... 21 1.04.01 General Deviations .......................................................................................... 22 1.04.02 Surface Water Management Manual (SWMM) Deviations ............................ 22 1.04.03 Appeal of City Engineer’s Decision .................................................................. 22 1.04.04 Changes to Standards ...................................................................................... 23 Chapter 2: Plan Approval Process ......................................................................................... 25 2.00 Preface ........................................................................................................................ 25 2.01 Types of Plans .............................................................................................................. 25 2.01.01 Grading (GRA) Plans ........................................................................................ 25 2.01.02 Building Site Plans ........................................................................................... 25 2.01.03 Public Facility Extension (FAC) Plans and Agreement ..................................... 25 2.01.04 Other Plans ...................................................................................................... 25 2.02 Review and Approval Process ..................................................................................... 25 2.02.01 Submittals........................................................................................................ 26 2.02.02 City Review ...................................................................................................... 27 2.02.03 Plan Approval .................................................................................................. 27 2.02.04 Construction Plan Revision .............................................................................. 28 2.02.05 Project Close Out ............................................................................................. 28 City of Auburn Issued February 2024 Engineering Design Standards Page 4 Chapter 3: Plan Preparation Requirements .......................................................................... 31 3.00 Preface ........................................................................................................................ 31 3.01 General Requirements ................................................................................................ 31 3.02 Plan Format ................................................................................................................. 31 3.03 General Plan Requirements ........................................................................................ 32 3.03.01 Standard Plan Format...................................................................................... 32 3.03.02 Drafting Standards .......................................................................................... 33 3.04 Plan Sheet Elements .................................................................................................... 33 3.04.01 Cover Sheet ..................................................................................................... 33 3.04.02 Temporary Erosion and Sediment Control (TESC) Plan Sheet ........................ 35 3.04.03 Grading and Private Storm Drainage Plan Sheet ............................................ 35 3.04.04 Cross-Section Sheet ......................................................................................... 37 3.04.05 Detail Sheet ..................................................................................................... 37 3.04.06 Utility Plan Sheets ........................................................................................... 37 3.04.06.A Water .............................................................................................................. 38 3.04.06.B Sanitary Sewer ................................................................................................ 38 3.04.06.C Storm Drainage ............................................................................................... 39 3.04.07 Utility Profile Sheet ......................................................................................... 40 3.04.07.A Storm Drainage ............................................................................................... 40 3.04.07.B Water .............................................................................................................. 41 3.04.07.C Sanitary Sewer ................................................................................................. 41 3.04.08 Public Street Plan and Profile Sheet ................................................................ 41 3.04.08.A Plan View ........................................................................................................ 41 3.04.08.B Profile ............................................................................................................. 42 3.04.08.C Intersections ...................................................................................................... 43 3.04.08.D Typical Roadway Sections ............................................................................... 43 3.04.08.E Striping and Signing ........................................................................................ 44 3.04.08.F Signalization .................................................................................................... 44 3.04.08.G Illumination ..................................................................................................... 46 3.04.08.H Streetscape ..................................................................................................... 47 3.04.08.I Other Features................................................................................................ 48 3.04.09 Site and Landscape Plan Sheet ........................................................................ 48 City of Auburn Issued February 2024 Engineering Design Standards Page 5 3.04.10 Site Irrigation Plan sheet ................................................................................. 49 3.04.11 Critical Area Restoration/Mitigation ............................................................... 49 3.04.12 Phasing Plans ................................................................................................... 49 Appendix A – Approval Blocks .............................................................................................. 51 Appendix B – Standard Notes ............................................................................................... 52 Appendix C – Deviations, Maximum Extents Feasible, and Deferral/Fee-In-Lieu ................ 57 Appendix D – Survey Standards ............................................................................................ 59 Appendix D – Survey Standards (continued) ........................................................................ 60 Appendix E – Minor Grading Permit Criteria ........................................................................ 61 Appendix F – AutoCAD Layers Standards ............................................................................. 62 Appendix F – AutoCAD Layers Standards (continued) ......................................................... 63 Chapter 4: Report Preparation Requirements ...................................................................... 65 4.00 Preface ........................................................................................................................ 65 4.01 General Requirements ................................................................................................ 65 4.02 Report Types and Requirements ................................................................................. 65 4.02.01 Geotechnical Reports ...................................................................................... 65 4.02.02 Stormwater Site Plan Report ........................................................................... 66 4.02.03 Critical Area Report ......................................................................................... 66 4.02.04 Traffic Impact Analysis .................................................................................... 67 4.02.05 Construction Stormwater Pollution Prevention Plan (SWPPP) ....................... 67 4.02.06 Other Reports .................................................................................................. 67 Chapter 5 TESC, Clearing and Grading ................................................................................. 69 5.00 Preface ........................................................................................................................ 69 5.01 Temporary Erosion and Sediment Control (TESC) ...................................................... 69 5.02 Grading ........................................................................................................................ 69 5.03 Cut and Fill ................................................................................................................... 70 5.04 Retaining Walls ............................................................................................................ 70 5.04.01 Underdrains ..................................................................................................... 71 5.04.02 Rock Walls ....................................................................................................... 71 5.04.03 Block Retaining Walls ...................................................................................... 71 5.04.04 Reinforced Concrete Walls .............................................................................. 72 5.04.05 Mechanically Stabilized Earth Walls (MSE Walls) ........................................... 72 City of Auburn Issued February 2024 Engineering Design Standards Page 6 5.05 Construction Sequence ............................................................................................... 72 Chapter 6: Placement and Easement Requirements for City Facilities ................................ 75 6.00 Preface ........................................................................................................................ 75 6.01 Easements ................................................................................................................... 75 6.01.01 Easement Width .............................................................................................. 75 6.01.02 Easement Form ............................................................................................... 76 6.01.03 Location of Facilities within Easement ............................................................ 76 6.02 Utility Pipe Separation ................................................................................................ 76 6.02.01 Potable and Non-Potable Separation Requirements ...................................... 76 6.02.02 General Separation Requirements .................................................................. 77 6.03 Utility Access Roads .................................................................................................... 78 Chapter 7: Water Facilities .................................................................................................... 79 7.00 Preface ........................................................................................................................ 79 7.01 Water Mains and Appurtenances ............................................................................... 79 7.01.01 Materials ......................................................................................................... 79 7.01.02 Water Main Sizing and Main Extensions ......................................................... 79 7.01.03 Water Main Upsizing ....................................................................................... 80 7.01.04 Water Main Velocities ..................................................................................... 81 7.01.05 Water Main Pressure ...................................................................................... 81 7.01.06 Water Main Location ....................................................................................... 81 7.01.07 Water Main Appurtenances and Fittings ........................................................ 81 7.02 Water Services ............................................................................................................ 82 7.02.01 Domestic Services ........................................................................................... 82 7.02.02 Other Services ................................................................................................. 83 7.02.03 Service Abandonment ..................................................................................... 84 7.03 Water Valves ............................................................................................................... 84 7.04 Cross Connection Control............................................................................................ 84 7.04.01 Domestic Services ........................................................................................... 85 7.04.02 Irrigation Services ............................................................................................ 85 7.04.03 Fire Line Connections ...................................................................................... 85 7.04.04 General ............................................................................................................ 85 7.05 Fire Systems ................................................................................................................ 86 City of Auburn Issued February 2024 Engineering Design Standards Page 7 7.05.01 Fire Hydrant Assemblies .................................................................................. 86 7.05.02 Private Fire Hydrants and Water Mains ......................................................... 87 7.05.02 Fire Sprinkler Systems ..................................................................................... 88 7.05.03 Fire Flows ........................................................................................................ 89 7.05.04 Fire Authority and Hydrant Access .................................................................. 89 7.06 Hydraulic Analysis ....................................................................................................... 89 7.06.01 General ............................................................................................................ 89 Chapter 8: Sanitary Sewer and Storm Drainage Facilities..................................................... 93 8.00 Preface ........................................................................................................................ 93 8.01 Sanitary Sewer and Storm Mains ................................................................................ 93 8.01.01 Sizing/Slope ..................................................................................................... 93 8.01.02 Location ........................................................................................................... 94 8.01.03 Material ........................................................................................................... 95 8.02 Sanitary Sewer and Storm Drainage Structures .......................................................... 96 8.02.01 Type and Size ................................................................................................... 96 8.02.02 Structure Locations ......................................................................................... 97 8.03 Sanitary Side Sewers ................................................................................................... 98 8.04 Oil/Water Separators ................................................................................................ 100 8.05 Pressurized Sewer Systems ....................................................................................... 101 8.06 Sanitary Sewer Meters .............................................................................................. 101 8.07 Storm Drainage System Requirements ..................................................................... 102 Chapter 9: Facilities in the Right of Way ............................................................................. 103 9.00 Preface ...................................................................................................................... 103 9.01 Franchise/Public Way Agreement Requirement ....................................................... 103 9.02 Construction Permit Requirement ............................................................................ 103 9.03 Design Criteria ........................................................................................................... 103 9.04 Pavement Trenching and Restoration....................................................................... 104 9.04.01 Perpendicular Trenching in Asphalt Pavement ............................................. 104 9.04.02 Longitudinal Trenching in Asphalt Pavement ............................................... 105 9.04.03 Trenching in Cement Concrete Pavement .................................................... 106 9.05 Non-Pavement Trenching ......................................................................................... 106 9.06 Aboveground Facilities .............................................................................................. 106 City of Auburn Issued February 2024 Engineering Design Standards Page 8 9.07 Building and Structure Related Facilities .................................................................. 107 9.08 Small Wireless Facilities ............................................................................................ 108 9.08.01 General Requirements .................................................................................. 108 9.08.02 Attachments to City Facilities ........................................................................ 109 9.08.03 General Pole Requirements .......................................................................... 109 9.08.04 Wiring and Conduit ....................................................................................... 109 9.08.05 Concealment ................................................................................................. 110 9.08.06 Pole Mounted Antennas and Equipment ...................................................... 110 9.08.07 Non-Pole Mounted Equipment ..................................................................... 111 9.08.08 Strand Mounted Small Wireless Facilities ..................................................... 111 Chapter 10: Transportation................................................................................................... 113 10.00 Preface ...................................................................................................................... 113 10.01 Development Activity Requirements ........................................................................ 113 10.01.01 Traffic Impact Analysis .................................................................................. 113 10.01.01.A When Traffic Impact Analyses are Required ................................................. 113 10.01.01.B Elements of a Traffic Impact Analysis ............................................................ 114 10.01.01.C Mitigation Identification and Recommendation ........................................... 115 10.01.02 Neighborhood Circulation Plan ..................................................................... 115 10.01.03 Half Street Improvements ............................................................................. 116 10.01.03.A Half-Street Triggers ....................................................................................... 116 10.01.03.B Half-Street Extents ........................................................................................ 116 10.01.03.C Half-Street Width .......................................................................................... 117 10.01.03.D Required Half-Street New Improvements ..................................................... 117 10.01.03.E Required Half-Street Existing Improvements ................................................ 117 10.01.03.F Half-Street ROW Dedication .......................................................................... 117 10.01.03.G Alley Half-Streets ........................................................................................... 118 10.01.04 Additional Public Improvements ................................................................... 118 10.01.05 Deferred Public Improvements ..................................................................... 118 10.02 Right of Way .............................................................................................................. 118 10.03 Roadway Network ..................................................................................................... 119 10.03.01 Connections and Vehicle Volumes ................................................................ 119 10.03.02 Intersection Layout and Spacing ................................................................... 120 City of Auburn Issued February 2024 Engineering Design Standards Page 9 10.03.03 Intersection Control (Local Residential Streets) ............................................ 120 10.03.04 Intersection Control (Traffic Signals and Roundabouts) ............................... 120 10.03.05 Dead End Streets and Cul-De-Sacs ................................................................ 120 10.03.06 Street Classifications ..................................................................................... 121 10.03.06.A Principal Arterial ............................................................................................ 122 10.03.06.B Minor Arterial ................................................................................................ 123 10.03.06.C Residential Collector ...................................................................................... 124 10.03.06.D Non-Residential Collector .............................................................................. 125 10.03.06.E Local Residential ........................................................................................... 126 10.03.06.F Local Non-Residential ................................................................................... 128 10.03.06.G Rustic Streets ................................................................................................. 129 10.03.07 Alleys ............................................................................................................ 130 10.03.08 Private Streets ............................................................................................... 130 10.03.09 Downtown Urban Center Standards ............................................................. 131 10.04 Road Design Geometrics ........................................................................................... 132 10.04.01 Sight Distance ................................................................................................ 132 10.04.02 Posted and Design Speeds ............................................................................ 132 10.04.03 Curves ............................................................................................................ 132 10.04.04 Vertical Grades .............................................................................................. 133 10.04.05 Cross Slopes ................................................................................................... 133 10.04.06 Intersection Landings .................................................................................... 134 10.04.07 Curb and Right-of-Way Radius ...................................................................... 134 10.05 Pavement Design....................................................................................................... 134 10.05.01 Simplified Asphalt Pavement Design ............................................................ 135 10.05.02 AASHTO Asphalt Pavement Design ............................................................... 136 10.05.03 Pavement Design Report .............................................................................. 137 10.05.04 Permeable Pavements ................................................................................. 137 10.05.05 Pavement Surface Restoration and Preservation ......................................... 138 10.06 Roadside Design ........................................................................................................ 138 10.06.01 Roadway Edge ............................................................................................... 138 10.06.02 Clear Zone – Lateral Separation from Fixed Objects ..................................... 138 10.06.03 Traffic Barriers ............................................................................................... 139 City of Auburn Issued February 2024 Engineering Design Standards Page 10 10.07 On-Street Parking ...................................................................................................... 139 10.08 Driveways .................................................................................................................. 140 10.08.01 Number of Driveways .................................................................................... 141 10.08.02 Driveway Classifications, Widths, and Spacing ............................................. 141 10.08.03 Driveway Lay Out .......................................................................................... 141 10.08.04 Driveway Locations ....................................................................................... 142 10.08.05 Driveway Alignment (Horizontal and Vertical) .............................................. 143 10.08.06 Driveway Sight Distance ................................................................................ 144 10.08.07 Shared Driveway Access Roads ..................................................................... 144 10.08.08 Controlled Driveways .................................................................................... 146 10.08.09 Restricted Access Driveways ......................................................................... 146 10.08.10 Emergency Vehicle Access Driveways ........................................................... 146 10.09 Sidewalks ................................................................................................................... 146 10.09.01 Downtown Sidewalks .................................................................................... 147 10.09.02 Meandering Sidewalks .................................................................................. 148 10.09.03 Accessibility ................................................................................................... 148 10.09.04 Curb Ramps ................................................................................................... 148 10.09.05 Crosswalks ..................................................................................................... 149 10.09.06 Downtown Crosswalks .................................................................................. 151 10.10 Bikeways .................................................................................................................... 151 10.10.01 Class I Bikeway .............................................................................................. 151 10.10.02 Class II Bikeway ............................................................................................. 152 10.10.03 Class III Bikeway ............................................................................................ 152 10.11 Landscape Strips ........................................................................................................ 152 10.12 Street Trees ............................................................................................................... 153 10.12.01 Species Selection, Placement, and Spacing ................................................... 153 10.12.02 Root Direction Devices .................................................................................. 155 10.13 Ground Cover ............................................................................................................ 155 10.14 Irrigation Systems ...................................................................................................... 156 10.15 Mailboxes .................................................................................................................. 156 10.16 Illumination ............................................................................................................... 157 10.16.01 Street Lighting Design ................................................................................... 157 City of Auburn Issued February 2024 Engineering Design Standards Page 11 10.16.02 Luminaries ..................................................................................................... 157 10.16.03 Light Poles ..................................................................................................... 158 10.16.04 Service Cabinet, Foundation, Conduit ........................................................... 158 10.17 Junction Boxes ........................................................................................................... 159 10.18 Survey Monuments ................................................................................................... 159 10.19 Bollards ...................................................................................................................... 159 10.20 Bus Transit Facilities .................................................................................................. 160 10.20.01 Bus Stops Locations ....................................................................................... 160 10.20.02 Bus Stops Features ........................................................................................ 160 10.20.03 Bus Pullout Lanes .......................................................................................... 161 10.21 Traffic Control Facilities ............................................................................................. 161 10.21.01 Median Islands .............................................................................................. 161 10.21.02 Mountable Curbs ........................................................................................... 162 10.21.03 “Pork Chop” Islands ....................................................................................... 162 10.21.04 Signage .......................................................................................................... 162 10.21.05 Left Turn Lane Channelization....................................................................... 163 10.21.06 Right Turn Lane Channelization .................................................................... 163 10.21.07 Lane Division ................................................................................................. 163 10.21.08 Painted Islands .............................................................................................. 163 10.21.09 Other Pavement Markings ............................................................................ 163 10.21.10 Construction Area Temporary Traffic Control .............................................. 164 10.21.11 Roadway Barricades ...................................................................................... 164 10.21.12 Traffic Signals ................................................................................................ 164 10.21.13 Traffic Calming............................................................................................... 165 10.22 City Telecommunication Facilities ............................................................................. 165 10.22.01 Preface .......................................................................................................... 165 10.22.02 Design Criteria ............................................................................................... 165 10.22.03 Conduits ........................................................................................................ 165 10.22.04 Splice Vaults and Pull Boxes ......................................................................... 166 City of Auburn Issued February 2024 Engineering Design Standards Page 12 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 13 Chapter 1: General Information 1.00 Preface Per Auburn City Code (ACC) 12.04.020, all public work construction contracts of the City, including but not limited to streets and sidewalks, storm water and sanitary sewer systems, and water systems, and all work within City public right-of-way performed by the City and others shall conform to the Engineering Design Standards (EDS). The EDS applies to City capital projects and for work performed by developers and others under construction permits (CON), grading permits (GRA), storm permits (STM), other utility permits, and public facility extensions (FAC). The City of Auburn has adopted the EDS to require the standardization of design and construction elements for consistency, to assure that public safety needs are met, and to comply with Local, State, and Federal regulations. The design requirements contained within this manual do not set legal standards of care but provide guidance for possible engineering treatment under some circumstances. Compliance with these standards does not alleviate the design engineer from using sound professional engineering practices and meeting the requirements of the specific utility in question. The design criteria contained herein are the minimum acceptable under standard conditions. Special conditions may require more stringent requirements that will be addressed during the plan review process. 1.01 Definitions Note that additional definitions are included in the documents referenced in Section 1.03. AASHTO – American Association of State Highway and Transportation Officials. Access Point – A driveway or private street that connects to the general public street system. A public street is not considered an access point. ACC – Auburn City Code. Activity Centers – Locations such as schools, parks, retail areas and shopping centers, places of employment, or public service areas that attract people. Accessible – Meeting Americans with Disabilities Act (ADA) requirements as established by the City’s ADA Transition Plan. ADT – Average Daily Traffic. The total two-directional volume of traffic passing through a given point during a given time period, divided by the number of days in that time period. Aggregate – A mixture of various soil components (e.g., sand, gravel, and silt). Alley – Right-of-way, usually narrower than a street with an all-weather surface, which provides access to the rear boundary of 2 or more residential or non-residential properties and is not intended for general traffic circulation. An alley is considered to be a classification of roadway/street. Apartment – See ACC Chapter 18.04. Applicant – The owner or their agent seeking approval from the city for any land use or other related permit or approval referenced in City of Auburn Code and which requires utilization of these Standards. References: See Developer. Appurtenance – Equipment and/or accessories that are a necessary part of an operating utility system or subsystem. APWA – American Public Works Association. City of Auburn Issued February 2024 Engineering Design Standards Page 14 ASTM – American Society for Testing and Materials. Backfill – Replacement of excavated material with suitable material compacted as specified. Backwater – Water held back by some obstruction, natural or artificial. Backwater Curve – A plot of depth versus location along the channel containing backwater. Bicycle Facilities – A general term referring to improvements that accommodate or encourage bicycling, including parking facilities, bike racks, bicycle route mapping and bicycle route development. Boring/Jacking – Grade and alignment-controlled mechanical or other method of installing a pipe or casing under a street without disturbing the surrounding medium. Breakaway Structure or Breakaway Design – A structure or installation that has been crash tested in accordance with National Cooperative Highway Research Program procedures. (NCHRP 230). Capacity – (1) The maximum number of vehicles that have a reasonable expectation of passing over a given roadway or section of roadway in one direction during a given time period under prevailing roadway and traffic conditions. (2) The volume of liquid or gas that can be transported by a pipe. (3) The load-carrying limit of a structure. Casing – A larger pipe enclosing a another pipe that directly encloses a transmitted fluid or gas for the purpose of providing structural or other protection to the carrier and/or to allow for carrier replacement without re-excavation, jacking or boring. CF – Cubic Feet. Channelization – The separation or regulation of conflicting traffic movements into definite paths of travel by the use of pavement markings, raised islands or other suitable means to facilitate the safe and orderly movement of both vehicles and pedestrians. Check – A short section of built-up channel placed in a canal or irrigation ditch and provided with gates or flashboards to control flow or raise upstream level for diversion. City – The City of Auburn. City Council – The City legislative authority. City Engineer – The City Engineer for the City of Auburn. References: See Engineer. Clean-Out – A pipe through which plumbing snakes can be pushed to unplug a sewer. Clear Zone – The total streetside border area, starting at the edge of traveled way, available for safe use by errant vehicles. This area may consist of a shoulder, a recoverable slope, a non- recoverable slope, and/or a clear run-out area. The desired width is dependent upon the traffic volumes, speeds, and the streetside geometry. Coating – Protective material applied to the exterior of a pipe or conduit to prevent or reduce abrasion and/or corrosion damage. Commercial Property Use – Property with residential developments with four or more dwelling units per parcel or commercial developments. This is consistent with building permit administration in City of Auburn. Conduit – An enclosed tubular runway for protecting wires or cables. Contractor – The individual, partnership, firm, corporation or joint venture, contracting with the Developer to do prescribed work. Concrete Thrust Blocking – Concrete that is used to support fittings in water mains. City of Auburn Issued February 2024 Engineering Design Standards Page 15 Control Zone – That streetside area defined by the “Control Zone Distance Table”; found in Appendix 5 of the WSDOT Utilities Manual, within the street right-of-way in which placement of utility objects is controlled. Corporation Stop – A brass fitting used to connect service lines to a water main. Cover – Depth to top of pipe, conduit, casing, or gallery below the grade of a street or ditch. Cross Connection – Connecting fire, irrigation and drinking water supplies together, or connecting storm and sanitary sewers together. Cul-de-sac – A street closed at one end by widened pavement of sufficient width for vehicles to turn around. CSBC – Crushed Surfacing Base Course. CSTC – Crushed Surfacing Top Course. CTP – The City of Auburn’s current Comprehensive Transportation Plan. See Section 1.03.03. CY – Cubic Yard. Dead End Street – Street that accesses the roadway system only at one end. See also Stub End Street. Dedication – The transfer of land or the interest of land by the owner of such land to the City for public uses, reserving no other rights than such are compatible with the full exercise and enjoyment of the uses the property has been dedicated. Design Speed – Design speed is the maximum safe speed that can be maintained when conditions are so favorable that the design features of the highway govern. Detention Tanks and Vaults – Detention tanks and vaults are underground facilities for the storage of surface water. Developer – The Owner and any agent of the Owner authorized to represent the Owner. References see Applicant. Development – All structures and other modifications of the natural site above and below ground on a particular site. Domestic Water Service – Any service that connects directly to plumbing within a structure and is used for drinking, cooking, washing, and other standard uses of potable water. Drain – Appurtenances to discharge accumulated liquids from casings or other enclosures. Driveway – An access point providing motorized access to/from property(s), shared driveway or alleys to a street (public or private) or shared driveway. Driveway access roads and aprons are considered parts of a driveway. Driveway Access Road – Driveway driving surface, including approach and adjacent non- motorized facilities (where present). Driveway Approach – The portion of a driveway access road that connects the driving surface on the property(s), private street, or alley to the driveway apron. Driveway Apron – The improved area that connects a driveway approach to a street, alley, or shared driveway which includes, when present, the sloped areas (wings) to the adjacent sidewalk or landscape strip, and also includes the area between the curb or edge of pavement and the back of the pedestrian pathway. Flush curbs across commercial driveway aprons are considered to be part of the driveway apron. Easement – A right to use or control the property of another for designated purposes. City of Auburn Issued February 2024 Engineering Design Standards Page 16 Edge of Traveled Way – The face of curb for streets that are or will be constructed to urban standards and the edge of pavement (not shoulder) for streets that are, or will be constructed to rural standards. Embankment – A raised structure constructed of natural soil from an excavation or borrow source. Encroachment – Occupancy of City right-of-way by non-roadway structures or other objects of any kind. Engineer – The City Engineer for City of Auburn or any designee thereof. Fixed Object – Any object that is not intended to move or break away upon impact. Franchise – Occupancy and use document granted by the City required for occupancy of street rights of way. Geometrics – The arrangement of the visible elements of a street such as alignment, grade, sight distance, widths, and slopes. Grade – Rate or percent of change in slope, either ascending or descending from or along the roadway. It is measured along the centerline of the roadway or access point. Gravity Distribution – A water supply that uses natural flow from an elevated tank or mountain reservoir to supply pressure. Hazard – A side slope, an object, water, or a drainage device that, if impacted, would apply unacceptable impact forces on the vehicle occupants or place the occupants in a hazardous position. It may be either natural or man-made. Hydraulic Analysis – A report that details the engineering process used to analyze water pressures, flow requirements, and velocities, for a development and the impacts on the system network as a result of the development. Hydraulic Jump – The rapid change in the depth of flow from a low stage to a high stage resulting in an abrupt rise of water surface. Impervious Layer – A geologic layer through which no water can pass. Infiltration – (1) The act of stormwater permeating into the ground. (2) Groundwater that enters sewer pipe through cracks and joints, or the movement of water through the upper soil. Interception – Rain that falls on vegetation and other impervious objects, which evaporates without contributing to the runoff. Intersection – The connection of two or more public or private streets excluding alleys, driveways, and shared access roads. Intersection Sight Distance – The distance required for a vehicle, traveling at or near the design speed to reduce its speed to avoid overtaking another vehicle, which has entered the intersection from another street. The entering vehicle can be making right, left-turning movements or crossings. Island – A defined area between traffic lanes for control of vehicle movements and/or for pedestrian refuge. Joint Use Driveway Tract – A jointly owned and maintained tract or easement serving 2 properties. Landing – A road or driveway approach area to any public or private road. Lateral – A sewer line that goes off at right angles to another. City of Auburn Issued February 2024 Engineering Design Standards Page 17 Manhole – An opening in an underground utility system into which workers or others may enter for the purpose of making installations, inspections, repairs, connections, cleaning, and testing. Main – A principal pipe in a system that distributes water or collects sewage. Median – That portion of a divided roadway separating the traveled ways for traffic in opposite directions. MPH – Miles per hour. MSE Walls – Mechanically Stabilized Earth Walls. MUTCD – Refers to the latest edition of the Manual of Uniform Traffic Control Devices as adopted by the Washington State Department of Transportation and as modified by applicable WAC and RCW. Neighborhood – For the purposes of these design standards, a neighborhood is considered to be one or more residential subdivisions and parcels that are interconnected by local residential streets and typically bound by arterial and collector streets or other boundaries such as rivers, critical slopes, or jurisdictional boundaries. Nonpotable – Fluid that is not for human consumption, but may be used for other purposes, such as sewage and stormwater runoff. Gas mains are also considered nonpotable. Outfall – The pipe that discharges completely treated wastewater or stormwater runoff into a lake, stream, or river. Pavement – The combination of gravel base, crushed rock, and asphalt concrete pavement placed on a subgrade to support the traffic load and distribute it to the subgrade. Pavement Width – The distance measured from face of curb to face of curb for curbed sections of roadway or the distance measured from outside edge of shoulder to outside edge of shoulder for shouldered sections of roadway. PC – Point of Curvature. Peak-Hour – That period experiencing the highest volume of traffic. Peak Period – Two hours during any a.m. or p.m. period when vehicle arrival and departure from the site or corridor is the highest. Pipe – A structural tubular product designed, tested, and produced for the transmittance of specific liquids and gases under specific conditions. Posted Speed – Is the signed speed limit along a street. Potable – Water that is Drinkable. PRC – Point of reverse curvature. Pressure – Internal gage pressure in a pipe in pounds per square inch, gage (psig). Private Street – A privately owned and maintained access provided for by a tract, easement or other legal means. Professional Engineer – An engineer licensed to practice in the State of Washington. Professional Land Surveyor – A surveyor licensed to practice in the State of Washington. Public Street – A publicly owned facility that provides access, including the roadway and all other improvements. Relocation – Planned change of location of an existing facility to a more advantageous place without changing the character or general physical nature of the facility. City of Auburn Issued February 2024 Engineering Design Standards Page 18 Redevelopment – See ACC 13.48.010. Replacement – Installation of a like element of a utility system or subsystem in the same or near-same physical location normally due to damage, wear or obsolescence of the element. Restoration – All work necessary to replace, repair or otherwise restore the right-of-way and all features contained within to the same or equal condition as before any change or construction thereto. Right-of-way (R/W) – All property in which the City has any form of ownership or title, and which is held for public street purposes, regardless of whether or not any street exists thereon or whether or not it is used, improved, or maintained for public travel. Riprap – Pieces of broken stone used to protect the sides of waterways from erosion. Roadway Intersection – location where two or more roadways intersect, including private roads but excluding alley’s, driveways, shared driveways, and access tracts. Rural – All lands regardless of current comprehensive plan designation not meeting the definition of Urban. Separate Turn Lane – An auxiliary lane for traffic in one direction which has been physically separated from the intersection area by a traffic island or stripe. Separate turn lanes may be included within intersections or separated from intersection areas by traffic islands. SF – Square Feet. Shared Driveway – Driveway that provides access from a public or private street to more than one parcel or a driveway that provides access from a public or private street to a single parcel across one or more other parcels and/or an access tract or easement. Shared Driveway Access Road – Shared driveway driving surface, including approach and non-motorized facilities (where present), but excluding parking lot drive aisles. Shoulder – That portion of the roadway contiguous with the traveled way for accommodating stopped vehicles, for emergency use, and for lateral support of base and surface courses. Slab – A cast concrete member of uniform thickness. Standards – The City of Auburn Engineering Design Standards. Stopping Sight Distance – The distance needed for a vehicle traveling at or near to stop before reaching a stationary object in its path. Street or Roadway – A public way open for the passage of vehicles and persons. Limits include the outside edge of sidewalks, or curbs and gutters, or side ditches, including the appertaining shoulder and all slopes, ditches, channels, waterways, and other features necessary for proper drainage and protection within the right-of-way. Street Frontage – Any part of private or public property that borders a public street. Street Tree – A tree placed within the public right-of-way. Substantial – In the sole opinion of the City Engineer, of ample or considerable amount, quantity, or size. Surface Retention – That part of a storm that does not immediately appear as infiltration or surface runoff. Retention is made up of depression storage, interception, and evaporation. Traffic Control – Those activities necessary to safeguard the general public, as well as all workers, during the construction and maintenance of roadway and other facilities within the right-of-way. City of Auburn Issued February 2024 Engineering Design Standards Page 19 Traveled Way – That portion of the roadway intended for the movement of vehicles, exclusive of shoulders. Trenched – Installation of a utility in an open excavation. Trip – A one-direction movement that begins at the origin and ends at the destination. For example, a trip movement from a residence to a work place is a trip from home to work. Trip Generation – A general term describing the analysis and application of the relationships that exist between the trip makers, the traffic study area, and the trip making. It relates to the number of trip ends in any part of the traffic study area. Uniform Flow – Flow that has a constant depth, volume, and shape along its course. Unopened Right-of-way – A City right-of-way that exists by dedication or deed, but for which no vehicular roadway has been constructed by the City or other parties, and the street is not maintained by the City. Utility – A company providing such public services as gas, electric power, telephone, water, sewer, or cable television, whether or not such company is privately owned or owned by a governmental entity. Wetpond – A stormwater pond that has been designed to retain a permanent pool of water “wetpool” to provide treatment of storm runoff. Wetpool – The permanent pool of water retained in a wetpond or wetvault. Wetvault – A stormwater vault that has been designed to retain a permanent pool of water “wetpool” to provide treatment of storm runoff. 1.02 Contact Information Permit Center Physical address: Auburn Professional Plaza – Customer Service Center (2nd Floor) One East Main Street Mailing address: 25 West Main Street Auburn, Washington 98001-4998 Email address: permitcenter@auburnwa.gov Public Works Department – Engineering Services: Phone:(253) 931-3010 Department of Community Development: Building Phone: (253) 931-3020 Planning Phone: (253) 931-3090 Email address: development@auburnwa.gov and/or permitcenter@auburnwa.gov 1.03 City Reference Material Unless noted otherwise, reference material referred to herein may be obtained from the City of Auburn’s website or by clicking on the hyperlink below: Auburn Reference Material City of Auburn Issued February 2024 Engineering Design Standards Page 20 1.03.01 City of Auburn Surface Water Management Manual (SWMM) The City of Auburn Surface Water Management Manual (SWMM) is the 2019 Department of Ecology Stormwater Management Manual for Western Washington (DOE SWMMWW) and the City of Auburn Supplemental Manual. The SWMM is a manual of specific requirements related to storm drainage management. See Section 8.07 for more information. 1.03.02 City of Auburn Engineering Construction Standards (ECS) The Engineering Construction Standards (ECS) sets forth the standards used during the construction of all civil projects within the City’s jurisdiction, including the extension of public water, sanitary sewer, storm drainage, and transportation facilities by private developments. The ECS includes three separate documents: General Special Provisions, Technical Special Provisions, and Standard Details. The General and Technical Special Provisions supplement and modify the current “Washington State Department of Transportation (WSDOT/APWA) Standard Specifications for Road, Bridge and Municipal Construction.” The Standard Details, are comprised of the City’s construction and design detail drawings for temporary erosion control, grading, water, sanitary sewer, storm drainage, and street work within the City. The Standard Details are supplemented by the “Washington State Department of Transportation’s (WSDOT) Standard Plans.” The referenced details and plans in these Design Standards shall be the standard except as modified by the General and Technical Special Provisions and by this document, the Design Standards. 1.03.03 Planning Documents The following planning documents can be found on the City’s website or by clicking on the hyperlinks below: Auburn Comprehensive Plan Transportation Improvement Program Comprehensive Transportation Plan 2016 Comprehensive Sewer Plan 2015 Comprehensive Water Plan 2015 Comprehensive Storm Drainage Plan 1.03.04 Informational Handouts Handouts are currently available from the City to aid the public in planning and constructing development projects within the City of Auburn. Contact the Permit Center or see the City’s website by clicking on the hyperlink below (select ‘Information Handouts’) for the most current list available: https://www.auburnwa.gov/city_hall/public_works/standards_publications 1.03.05 Additional Technical Information Additional design guidance and standards for specialized facilities such as pump stations, pressure reducing stations, and others are not included herein, but may be provided by the City as guidance to supplement efforts during design discussions. City of Auburn Issued February 2024 Engineering Design Standards Page 21 1.03.06 Other Reference Material The following publications are to be used for design applications and can typically be found on the publishing agency’s website. In case of conflict between City publications and those referenced below, the City publication will take precedence: A. Auburn City Code (ACC) related to development requirements. B. Washington State Department of Transportation (WSDOT) “Standard Specifications for Street, Bridge and Municipal Construction” as amended by the City’s Special Provisions (Part 1 of the Construction Standards). These will be referred to in City publications as the “WSDOT Standard Specifications.” C. Washington State Department of Transportation (WSDOT) “Design Manual” (latest edition). D. Washington State Department of Transportation (WSDOT) “Standard Plans.” E. American Association of State Highway and Transportation Officials’ (AASHTO) “A Policy on Geometric Design of Highways and Streets” (latest edition). F. FHWA and Washington State Department of Transportation, MUTCD. G. Transportation Research Board’s (TRB) Roundabouts: An Informational Guide, 2nd Edition (NCHRP 672). H. State of Washington Department of Ecology’s “Criteria for Sewage Works Design” (latest edition). I. State of Washington Department of Health (DOH) “Water Systems Design Manual” (latest edition). J. American Water Works Association (AWWA) Standard Specifications (latest edition). K. “IES Lighting Handbook” (Illuminating Engineering Society of North America) (latest edition). L. American National Standard for Roadway Lighting ANSI/IESNA RP-8-00 (latest edition). 1.04 Deviation from Standards In some cases, City standards may not best address a particular engineering application. In these instances, a design deviation from the City’s standards may be requested from the City Engineer. Except deviations for City capital improvement projects, deviations shall be made using the City’s Deviation Request Application and shall include applicable engineering justification for the deviation. Deviation requests and supporting justification must be sealed by a professional engineer. The City Engineer will evaluate the request and notify the applicant of a decision within 15 working days upon receipt of a complete deviation request or with the completion of the first review of the development review plans or plats (for Short Plats, Plats, FAC’s and Grading Permits), whichever is later. Additional City review time may be required in certain circumstances and will be coordinated with the applicant. For deviation applications that are associated with a preliminary plat application submitted in compliance with ACC 17.10, the deviation application and a recommendation from the City Engineer must accompany the preliminary plat to the hearing examiner. The hearing examiner must obtain the concurrence of the City Engineer for any requests to modify any City of Auburn design or construction standard. Approved deviations must be shown on the final civil site improvement plans as specified in Chapter 3. City of Auburn Issued February 2024 Engineering Design Standards Page 22 Deviations for City capital improvement projects will be reviewed and approved by the City Engineer during design review. The City Engineer signing the final plans as approved for construction constitute approval of any deviations from these Standards. 1.04.01 General Deviations General deviations apply to all engineering design standards except for the Surface Water Management Manual’s Minimum Requirement deviations. The engineering design deviation, with compelling supporting justification, shall clearly demonstrate the engineering design standard for which the deviation is being sought is not physically or technically possible, would have undesirable impacts to public or private infrastructure and property, or would impact critical areas. Additionally, the proposed deviation will meet or exceed the corresponding City standard for the following applicable criteria: A. The functional intent of the design element. B. Safety factors associated with the design element. C. Operational concerns associated with the design element. D. Maintenance concerns associated with the design element. E. Liability concerns associated with the design element. F. The capacity and/or efficiency of the design element. G. The design life, historical performance, and durability of the design element. H. The aesthetic and visual impacts of the design element. I. The cost effectiveness and availability of any replacement components or materials. J. Consistency with the spirit and purpose of the corresponding City design standard. K. Demonstration that the environment will not be adversely affected. L. Supported by published industry standards. M. The effect on buildable lands within the City of Auburn. 1.04.02 Surface Water Management Manual (SWMM) Deviations A deviation request from any of the 10 Minimum Requirements in the SWMM goes through a different process which includes a public notice requirement. This is to ensure that the Department of Ecology mandated surface water regulations are complied with. The 10 Minimum Requirements of the SWMM can be found in Section 8.07. Requests for deviations from the 10 Minimum Requirements of the SWMM shall be in accordance with ACC 13.48.226 and these standards. 1.04.03 Appeal of City Engineer’s Decision Appeal of the City Engineer’s decision shall follow the following procedure: The applicant shall have 15 working days from the date of receipt of the City Engineer’s decision in which to submit a written notice to the Public Works Director contesting the decision of the City Engineer. The Public Works Director shall then have 15 working days to notify the applicant City of Auburn Issued February 2024 Engineering Design Standards Page 23 of a decision to uphold or modify the City Engineer’s decision. For appeals of engineering deviations requests, the Public Works Director’s determination shall be final. 1.04.04 Changes to Standards Per ACC 12.04.010, the City Engineer is authorized to make any additions, deletions, or modifications stated in these Standards with consultation with the City Council on policy issues or broad Citywide implications. City of Auburn Issued February 2024 Engineering Design Standards Page 24 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 25 Chapter 2: Plan Approval Process 2.00 Preface This Chapter contains standards and procedures that apply to the review and approval process for civil engineering plans. Development or redevelopment of property within the City of Auburn, and/or within the limits of Auburn’s Utility Service Area, that require civil engineered plans to support a development action must follow the processes outlined in the subsections below. 2.01 Types of Plans This section contains information regarding the types of civil engineering plans submitted to the City. Specific plan requirements are described in detail in Chapter 3. 2.01.01 Grading (GRA) Plans Grading plans are required prior to the issuance of a Grading Permit and before commencement of construction, if triggered per ACC 15.74. 2.01.02 Building Site Plans A Building Site Plan includes all civil site development requirements including site layout, building location, site access, parking, code required landscaping, utility service, and storm drainage control. An approved Site Plan is required prior to the issuance of a Building Permit and before commencement of construction. A building Site Plan is required for all new non-residential developments and residential construction of 3 units or more per lot. 2.01.03 Public Facility Extension (FAC) Plans and Agreement City of Auburn approved Public Facilities Extension (FAC) Plans and an executed FAC Agreement are required prior to construction of City of Auburn infrastructure (sanitary sewer, water, storm drainage, and/or transportation facilities) by any party other than the City of Auburn. 2.01.04 Other Plans Some projects may also require other types of plans. The requirements for these additional plans will usually be addressed early in the submittal process. These plans could include, but are not limited to, the following: A. Landscape plans, prepared in accordance with ACC 18.50. B. Land clearing plans, prepared in accordance with ACC 15.74. C. Irrigation plans, prepared in accordance with ACC 18.50. D. Critical Area restoration/enhancement plans, prepared in accordance with ACC 16.10. E. Retaining Wall Plans and Structural Calculations. F. Illumination/Site Lighting Plans, prepared in accordance with ACC 18.55. 2.02 Review and Approval Process City of Auburn Issued February 2024 Engineering Design Standards Page 26 2.02.01 Submittals When submitting civil engineering plans to the City for review, the following steps are required to insure a complete submittal and timely approval of civil engineering plans: A. Applicants are encouraged to meet with City staff prior to plan submittal. Information on applying for a Pre-Application Meeting is available through the City of Auburn Permit Center. All plans and associated documents submitted to the City will be assigned a project number and receive a preliminary review to make sure they adequately address the minimum requirements of a complete application. Any such plans and associated documents not meeting these requirements will be returned to the applicant or the applicant’s designee as unacceptable for review, with a written explanation of necessary corrections required prior to the subsequent resubmission. B. Prior to preparing civil engineering plans for submittal, the applicant shall review the submittal requirements outlined in the Civil Submittal Handout (FAC & GRA) on the City’s website under Forms. This packet provides a summary of the Engineering Design Standard sections that apply to civil plan preparation but does not substitute for a thorough review of the Engineering Design Standards. C. Civil Engineering plans and associated documents are to be submitted to the City for processing. All submittal documents (Reports & Plans) must be single .pdfs and not require collating, with file names that clearly state the document type and may be submitted through www.MyBuildingPermit.com. If you have any questions regarding the application process or submittal requirements please contact the City Permit Center at permitcenter@auburnwa.gov, (253) 931-3020 or Development Engineering at development@auburnwa.gov, (253) 876-1969, or in person at the City of Auburn Permit Center on the Second Floor of the Auburn Professional Plaza, One East Main Street. D. After the receipt of a completed Civil Submittal, the City will make a preliminary review of the plans and supporting data to verify the scope of the proposed extension(s) and check for completeness of the application. The City requires 28 calendar days from the date of initial submittal, to determine if the application is complete. However, typical review times are generally shorter than this. Once the City is satisfied with the completeness of the application, the applicant will receive payment instructions, and once the application fees have been paid, the 1st detailed civil submittal review will begin. E. Once the length of the public extension(s) and/or hours required for review/inspection have been verified/calculated, 30% of the review and inspection fees are due with the application for 2nd review. Detailed FAC Plan review work for the 2nd review will not continue until 30% of the review and inspection fee is paid. If no 2nd review is needed, then payment of the full review and inspection fee is due before the City signs the facility extension agreement. F. All proposed public right-of-way dedications shall be dedicated to the City prior to start of construction with the exception of plats and short plats. A title report pulled within 30 calendar days of the application will be required to confirm property ownership and to verify that the portions of the property dedicated as right-of-way and/or easements have been cleared of encumbrances. The applicant is responsible for clearing all encumbrances the City determines to be inconsistent or in conflict with the intended purpose of the dedications. Title insurance shall be provided to the City for right-of-way dedications in the amount of $50.00 per square foot of right-of-way area dedicated, or other amount as proposed by the Developer City of Auburn Issued February 2024 Engineering Design Standards Page 27 and accepted by the City Engineer. Refer to the Right-of-Way Dedication Handout on the City’s website under Forms for additional information. Easements shall be executed by the Applicant prior to start of construction. Easement documents will be held by the City until the end of construction, at which time the easement exhibits and descriptions may need to be updated by the Applicant, based on as-built conditions, except easements that are being granted by someone other than the Applicant which will be recorded prior to the start of construction. Once the easements are confirmed to match field conditions, the easements will be recorded by the City. G. The following applicable information may be required along with the plan submittal: 1. Title report. 2. The final biologist report, including the wetland mitigation plan, when appropriate. 3. Traffic reports. 4. A copy of other applicable applications (Short Subdivisions, Subdivisions, etc.). 5. Letter indicating how SEPA and/or other applicable application conditions have been accounted for in the development/plan process. H. All final plans, calculations, or reports submitted for review shall be stamped by a Professional Engineer. Electronically signed seals will only be accepted if they meet the requirements of WAC 196-23-070. I. Where the plan review process is running concurrent with other applications (SEPA, Subdivisions, etc.), the above-referenced information may not be available at time of plan submittal. In such instances, other required applications shall be provided prior to final plan approval. J. All final approved Plan submittals shall include the associated electronic AutoCAD files. K. If the project is to be phased, phasing plans must be submitted per the requirements specified herein. 2.02.02 City Review The City will review plans and associated calculations, reports, and AutoCAD files for conformance with City development requirements, standards, and policies. Marked up construction drawings, calculations, reports, and written plan review comments will be returned to the applicant’s designated contact person for revisions. The applicant’s engineer shall revise construction drawings, calculations, or reports to address City plan review comments and provide comprehensive comment responses in a unique color directly on the marked-up documents along with the updated documents or in other formats as determine to be acceptable by the City Engineer, or designee. The revised drawings (the required number will be determined by the City) and associated calculations and reports, along with the redline comments, shall be resubmitted to the City for additional review. 2.02.03 Plan Approval Once the plan review process is completed and all City review comments have been addressed, the City will request that one electronic copy of the sealed plans and reports be submitted for approval. City of Auburn Issued February 2024 Engineering Design Standards Page 28 Final reproducible plans shall be produced in .pdf format, signed and stamped by a professional engineer and provided to the City for approval signatures, along with the final AutoCAD files. Electronically signed seals must meet the requirements of WAC 196-23-070 and also provide permissions for City staff to apply signatures to the approved plans. The City will return the signed and approved plans to the Applicant. All applicable AutoCAD files shall be submitted to the City on a compact disk or electronically transferred to development@auburnwa.gov for integration into the City’s Geographic Information System (GIS). For more information on AutoCAD file submittal, please see Appendix F of Chapter 3. 2.02.04 Construction Plan Revision If after plan approval the applicant desires to make changes to the approved plan(s), a revised plan(s) reflecting such changes shall be required. In some cases, minor changes may be considered and approved by the City Engineer without a formal plan revision. City Inspectors may not authorize changes to the approved plans. The following is the general process required for submitting revisions to the approved plans after plan approval: A. Provide a written summary of the proposed plan/report changes to the Development Review Engineer assigned to the project and include development@auburnwa.gov on the email correspondence. B. Submit for City review, comment, and approval, the revised plans. C. Changes on the plans can be clouded for ease of review but will need to be removed prior to approval of the construction plan revision. D. Provide the text “REVISION” in 0.2” height bold text above the Approval Block (B-3) in Appendix A on all sheets that are being revised and submitted for review. E. Provide a date and brief revision description in the revision title block. F. Include the cover sheet of the plans even if revisions are not proposed on the cover sheet as the cover sheet is the sheet that has approval lines for the Planner and City Engineer. The following list are examples of changes that would require a formal plan revision process (Note that this list does not include all potential changes that would require a plan revision process): A. Alternative pavement section; B. Revised structural elements such as walls; C. Revised City utility location of 2 feet or more horizontally or vertically; D. Addition of structures such as catch basis and manholes; E. Revised driveway location, width, or alignment; F. Change in storm pond facility embankment slopes; G. Addition of temporary irrigation; H. Phasing Construction. 2.02.05 Project Close Out The following is the general process required for accepting construction completion on a project: City of Auburn Issued February 2024 Engineering Design Standards Page 29 Construction Record Drawings (also referred to as the Construction Redlines) refer to the field changes the Applicant clearly tracks and marks on the final approved and signed plans that are retained throughout construction, in accordance with the requirements specified in the Construction Standards. After completion of construction, the Applicant shall submit the Construction Record Drawings to the City electronically for review and comment. After the City has concurred the Construction Record Drawings reflect the as-built conditions and meet City record drawing standards, as described in the City Construction Standards, the Applicant shall utilize them to produce the Final As-built Record Drawing set for submission to the City. A copy of the “Record Construction Document Packet” which outlines the complete record drawing process in detail can be obtained from the City. The Applicant shall also provide the City the current AutoCAD drawing files to reflect any revisions that occurred after plan approval and submit an electronic PDF set to the City. The City will apply an ‘As-Built’ stamp on each sheet of the submitted Final As-built Record Drawing set and apply a “Record Drawing Certification” block on the Cover sheet. The Record Drawing Certification will be signed by the City and the Final As-built Record Drawings will be archived and imported into the City’s GIS database. A final Stormwater Site Plan certification letter shall be stamped, signed and submitted by the Engineer of Record to the City verifying that the storm facilities were installed as designed or note any minor changes during construction that require no changes to the Stormwater Site Plan report. Submit an electronic copy of the Stormwater Site Plan report and Geotechnical Report if there have been changes during construction. The following shall also be completed for projects prior to project close out: A. All legal documents, including Utility Easements, shall be updated as needed, executed, and recorded. B. FAC Agreement shall be recorded. C. For all FACs, a “Developer Contributions Document” for all public transportation, water, sewer, and storm facilities constructed as part of the project shall be obtained from the City, completed, and returned electronically to the City. D. All Warranty Bonds or Assignments of Funds for the 1 to 2-year warranty period shall be in place. City of Auburn Issued February 2024 Engineering Design Standards Page 30 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 31 Chapter 3: Plan Preparation Requirements 3.00 Preface This Chapter describes City requirements for plans submitted to the City for review and approval. Civil engineering plans must meet these standards in order to move through the review process in an efficient manner and in order to receive approval. 3.01 General Requirements The following general requirements apply to civil engineering plans submitted for review and approval by the City: A. The general construction requirements for the City shall be those contained in the City of Auburn’s current Engineering Construction Standards Manual which supplements or modifies the “Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge and Municipal Construction,” except where supplemented or modified by the City in this manual. B. The civil engineering plans shall reference City Standard Specifications, Standard Details, and WSDOT Standard Plans as necessary. The City’s Standard Specifications and Standard Details are contained in the Engineering Construction Standards, a copy of which shall be on-site during construction. C. All civil engineering plans and reports shall be prepared and sealed by a professional engineer. D. Property surveys shall be performed and prepared per WAC 332-130-145, sealed and signed by a professional land surveyor and be tied to the current City datum (NAVD 88) and horizontal control datum shall be NAD83 (1991) as officially adjusted and published by the National Geodetic Survey. (WAC 332- 160-060 and RCW 58.20). A list of City Benchmarks is available upon request. E. All civil engineering plans and calculations shall be neat, uncluttered, legible, and in conformance with the requirements herein. F. All plans shall be prepared utilizing AutoCAD software in accordance with the standards specified herein. G. For a Development project, all deviations from City’s Engineering Design and Construction Standards must be shown on the plans with a note call-out and description that references the City assigned deviation number and deviation approval date. The format of these callouts and note descriptions shall be as shown in Appendix C of this Chapter. H. Except as approved otherwise by the City Engineer, a project may qualify for a Minor Grading Permit Submittal. Refer to Appendix E for project thresholds to quality for a Minor Grading Permit and the submittal requirements. 3.02 Plan Format The City requires that plan sets be submitted in an order consistent with this section. Depending on the complexity or simplicity of the project, the amount of detail and content required will be subject to change. Depending on the scope of the project the civil site improvement plans may be comprised of a combination of the grading, site and facility extension (FAC) plan elements outlined below to create a set of Civil Site Improvement Plans. City of Auburn Issued February 2024 Engineering Design Standards Page 32 Civil Site Improvement Plans shall consist of the following sheets: A. Cover sheet (See Section 3.04.01). B. Temporary Erosion and Sediment Control (TESC)/Demo Sheet (Land Clearing when applicable) (See Section 3.04.02). C. Grading and Private Storm Drainage Plan (See Section 3.04.03). D. Utility Plan and Profiles if applicable (See Sections 3.04.07 & 3.04.09). E. Street and/or Storm Plan and Profiles if applicable (See Sections 3.04.08 & 3.04.09). F. Street Cross-Sections and Additional Street Elements if applicable (See Section 3.04.09). G. Cross-Sections (See Section 3.04.04). H. Details (See Section 3.04.05). I. Street and/or Site and Landscape Plan (See Section 3.04.10). J. Irrigation Plan if applicable (See Section 3.04.11). If a separate associated grading plan has been submitted and approved, those areas covered under the grading plans will not need to be readdressed in the building site plans. 3.03 General Plan Requirements 3.03.01 Standard Plan Format Applicable information in this section shall be shown on the plan set. A. Each sheet of the plan set shall be stamped by a professional engineer. B. North arrow. C. The title block shall include the development/Capital project title (in bold print), the name, address and phone number of the firm preparing the plan and the owner/developer, a revision block (showing the date of the latest revision), page of pages numbering, and sheet title (e.g., road and storm drainage, grading, erosion/sedimentation control, water and sanitary sewer). D. Indicate units of measurement for all slope callouts as either percent (%) or feet per foot (ft./ft.). Do not mix units of measurement on a plan set. E. Provide all match lines with matched sheet numbers (stationing). F. The street classification shall be provided under the street name on all plan views. G. For the approved Development project plans, a City of Auburn approval block (4”x2”) shall be provided in lower right corner of each plan sheet except for the cover sheet which shall be per Section 3.04.01. Show project reference numbers (BLD for Building Permit, FAC for Public Facility Extension Plan, STM for Storm Permit and/or GRA for Grading/Erosion Control Permit) in the approval block area. A blank Auburn Engineering approval block is shown as Approval Block (B-1) in Appendix A of this Chapter. H. The locations of the title blocks, approval blocks, and engineer’s stamp shall remain consistent throughout all the plan sheets. City of Auburn Issued February 2024 Engineering Design Standards Page 33 I. All survey monuments as defined by WAC 332-120-020 within 25 feet of proposed ground disturbing activities shall be shown on the plans and the plans shall indicate the Department of Natural Resources permit number(s) issued for disturbance and re-setting/replacement of the monuments in accordance with Section 10.18 of the Engineering Design Standards. In addition to those typically found marking the City’s Right of Way, survey monuments include, but are not limited to, set property corners, curb pins, reference or offset points, etc. 3.03.02 Drafting Standards Drafting requirements are as follows: A. Plan sheets should be formatted to print on 22”x34” size paper. Any variation must be approved by the City prior to plan submittal. Approved plans shall be produced per Section 2.02.03 of the Engineering Design Standards. Margins should be set to provide for ½ size drawings to fit on 11”x 17“ sheet size. B. Lettering size shall be no smaller than one tenth (1/10) of an inch in height and shall be uppercase. Callouts and other information shall be printed horizontally in most cases. C. Existing features shall be shown with dashed lines and/or screened back APWA line types and symbols (screening 45%). D. Proposed features shall be shown with APWA symbols and line types. The intent is to clearly distinguish existing features from proposed improvements. E. Minimum scale shall be: • Site work: 1” = 40’ horizontal. • Public facility work: 1” = 20’ horizontal. Vertical scales are to be 1/10th the horizontal scale except for public facility work in areas with steep slopes, 1” = 5’ may be used in place of 1” = 2’. Use a scale that best utilizes paper space and gives the best overall view of the site. F. Use APWA AutoCAD symbols and line types in the legend to identify both existing and proposed improvements and utilities. G. Electronic AutoCAD files shall be prepared in accordance with the Layers Standard included in Appendix F of this Chapter. A .dwt file containing the AutoCAD layers can be found on the City’s website or by clicking on the following hyperlink: Development AutoCAD Layers and Linetypes H. Electronic AutoCAD files shall be geo-referenced per the standards specified herein. 3.04 Plan Sheet Elements The following section covers the basic elements that are required to be shown on the different plan sheets. While all plan sets will have a cover sheet, there are other sheets covered here that may or may not be included in a particular projects plan set. 3.04.01 Cover Sheet The Cover Sheet and General Information Sheet(s) shall incorporate all the requirements listed in Section 3.02, plus the following applicable items: City of Auburn Issued February 2024 Engineering Design Standards Page 34 A. A general scaled site plan covering an area approximately 10 inches square. B. Vicinity map (approximate scale) with north arrow covering an area approximately 5 inches square. C. Site address. D. Owner/Applicant, address, contact, phone number, and e-mail address. E. Engineer/Surveyor/Architect address, contact, phone number, and e-mail address. F. Elevations with City datum (NAVD 88) tied to City benchmarks with reference to the benchmarks’ numbers and locations indicated. Horizontal control information (NAD83). See Appendix E of this Chapter for more information on survey requirements. G. Monuments used for horizontal control per the City’s horizontal control datum NAD83 (1991) with a description of the monument and northing and easting. H. The permit number in 1 inch bold lettering shall be above the title block (located on the right side of the sheet) on the cover sheet only. I. Sheet Index with reference to all civil, landscape, critical area mitigation and lighting plan sheets. J. Legend of all existing and proposed lines and symbols used on the plans. K. Full legal description(s) including quarter section, section, township, and range. L. Parcel number(s). M. Site zoning and adjacent zoning (may be shown on a separate vicinity map sheet). N. Applicable plat name and lot numbers. O. Applicable site information including the number of parking spaces required and the number of parking spaces provided. P. Type of building construction as defined by the adopted Building Code and the building height as defined in Appendix D of the International Fire Code. Q. Site access including adjacent driveways, roadways, and intersections that may have an impact on the location and type of site access. R. An overall site plan key map shall be shown if the scope of work requires that the site plan be divided between 4 or more plan sheets, unless otherwise directed by the city. S. Construction Sequence outlining a basic construction schedule for all elements of the project. (See Section 5.05 for a sample construction sequence related to storm and TESC elements) In addition, depending upon the nature of the project, the construction of some public facilities may also dictate separate construction sequencing requirements that will also need to be indicated on the plans. T. The City of Auburn General Notes as shown in Appendix B of this Chapter. U. Provide a list of the additional non-building permits required for this project. The City will update this list with the 1st review comments. City of Auburn Issued February 2024 Engineering Design Standards Page 35 V. Indicate approximate fill and excavation quantities in CY. Refer to the Civil Submittal Handout (FAC & GRA) located on the City’s website for required format. W. Storm drainage related quantities and information required to support calculation of System Development Charges (SDC). Refer to the Civil Submittal Handout (FAC & GRA) located on the City’s website for required format. X. The City of Auburn Engineering Approval Block, (min size 2” x 8.5”) as shown in Appendix A of this Chapter. A blank Auburn Engineering approval block is shown as Approval Block (B-3) in Appendix A of this Chapter. 3.04.02 Temporary Erosion and Sediment Control (TESC) Plan Sheet TESC design shall be in accordance with Chapter 5 – TESC, Clearing, and Grading, and include the following applicable items: A. Marked clearing work limits, environmentally sensitive areas and their buffers, and trees that are to remain. B. Indicate the location of the construction entrance. C. Provide onsite stormwater facilities during construction. D. Indicate the minimum temporary erosion control measures to be used on the site during construction, this may include, silt fencing, interceptor ditches, detention or retention facilities, flow control structures, etc. E. Show containment locations for storing pollutants, including waste materials and demolition debris, prior to their removal from site. F. All existing site features and conditions shall be shown on this sheet including the existing topography. G. This sheet may also function as a demolition site plan and indicate all existing features and structures to be removed/demolished and those that will remain. H. Provide the Auburn Grading and Erosion Control Notes as shown in Appendix B of this section. 3.04.03 Grading and Private Storm Drainage Plan Sheet The Grading design shall be in accordance with Chapter 5 – TESC, Clearing, and Grading, and include the following applicable items: A. Indicate slope of any fill or cut slopes. B. Show or provide reference for type of fill material and associated compaction requirements or provide a reference to the approved Geotechnical Report with a date of the report, the firm that prepared it and the section in the report to reference. C. Show existing significant trees and their dripline (6 inches in diameter and larger for evergreens and 4 inches in diameter or larger for deciduous). Indicate if tree is to either be retained or removed. D. Provide storm drainage retention or detention facilities including City control structure, water surface (W.S.) elevations, seasonal high groundwater elevation, orifice sizes, design storms for the W.S. elevations, and release rates. City of Auburn Issued February 2024 Engineering Design Standards Page 36 E. Show horizontal setback between the bottom of any fill placement and the top of the bank of a defined drainage channel per requirements noted in Section 5.03. F. Show typical ditch sections. G. Show connections of building roof and foundation drains to the site drainage system. H. Show the existing topography shaded back and overlaid by the proposed grades. I. Show existing and finished elevations and contours. Spot elevations may be required for relatively flat sites to supplement the contour elevations as necessary to adequately reflect existing and finish grades. Provide spot elevations along property line and a minimum of 30 feet beyond property line (at least 50-foot intervals). J. Provide notes to protect and maintain erosion control facilities during grading operations. K. Provide arrows to indicate drainage flow direction on paved surfaces. L. Show layout of the entire storm drainage pipe with length, slope, and material type labeled and direction of flow indicated. M. Provide site specific details and cross-section sheets for storm drainage detention or retention facilities. N. Indicate the emergency overflow to the public storm system. O. Show berm dimensions, materials, compaction requirements for ditches and detention ponds where applicable. When projects include storm ponds, include a storm pond profile sheet with seasonal high groundwater elevation, or reference to Geotechnical Engineering report detailing an accepted alternative analysis. P. Show locations of manholes and catch basins, indicating type, stationing, offset, lid type, rim, and invert elevations. Number manholes and catch basins consecutively. Q. Show existing and proposed sanitary sewers and water mains, identifying crossing and minimum vertical distance between utilities. R. Provide type of material and size of energy dissipaters (riprap, etc.). S. Provide details and cross sections of all low impact development, water quality, and flow control facilities for stormwater runoff. T. Show trash racks, if applicable. U. Show locations, widths, and types of easements. V. Show locations and types of pumps, if applicable. W. Provide planting and seeding requirements with establishment procedure in construction sequence for water quantity and quality systems. X. Show finish floor elevations. Y. Show the controlling downstream storm drainage elevations including the associated design conditions. City of Auburn Issued February 2024 Engineering Design Standards Page 37 Z. For ponds, provide: aesthetics, fencing, power (if applicable), maintenance access, control structure, critical water surface elevations, and other items, such as walls and liners. AA. Address bypass surface flows. BB. Address subsurface flows and indicate water surface elevations. 3.04.04 Cross-Section Sheet The Cross-Section plan sheet(s) shall be provided for projects that propose grading activities 10 feet or closer to the property line, excavations over 5 feet or fill over 8 inches in depth or more and have the following applicable items: A. Cross-sections for fill and grading shall be shown through all properties to at least 30 feet beyond the property lines. Adequate cross-sections shall be shown to represent the site. At a minimum this shall include one shown in the north direction (west-east from left to right) and one shown in the east direction (south- north from left to right) cross-section. B. This sheet may also contain cross-sections for the temporary storm drainage pond. C. The scale used for the site cross-sections on this sheet should match the scale on the other sheets. D. Some projects may be able to combine the cross-section sheet with the grading sheet depending on the complexity of the project. 3.04.05 Detail Sheet The Detail sheet(s) shall have the following applicable items: A. Any detail that is specific to this project. B. City of Auburn Standard Details are not to be shown on this sheet unless they need to be modified for a project specific application, in which case the detail would be shown with the modifications explicitly called out/labeled and shall not include the City Engineer’s signature from the original detail. C. Storm control manholes shall be shown on this sheet. D. This sheet shall contain cross-sections for the storm facility. E. City of Auburn Standard Details and WSDOT Standard Plans are to be called out on the applicable plan sheet using the detail or standard plan number. 3.04.06 Utility Plan Sheets The plan set shall include an overall utility plan that shows the private connections to the public water and sanitary sewer systems, together with the storm drainage system and proposed landscaping, and any required extensions of the public water and sanitary sewer systems. The overall utility plan shall be clearly visible on one to two plan sheets, with a maximum scale of 1”=100’. The overall utility plan is required in addition to plan/profile sheets prepared at the minimum scale defined in Section 3.03.02.E. The scale of the plans may need to be increased to improve visibility. Construction Note Callouts shall be shown in the plan view (e.g., manholes, catch basins, etc.). The more detailed Utility Plan sheet(s) shall have the applicable items identified in the following City of Auburn Issued February 2024 Engineering Design Standards Page 38 sections. 3.04.06.A Water Water system design shall be in accordance with Chapter 7 – Water Facilities, and shall include the following items: A. Water pipe and fitting size, location, and type of material. B. Details of connections to existing water mains, including details on the type(s) of connection fittings used. C. Valve size, locations, type, and fittings. D. Fire hydrant location(s). E. Air/vacuum relief valve and blow-off locations. F. Pressure reducing stations and associated valves, vaults and bypass piping as required. G. Concrete blocking, mechanical or flanged joint, or restrained joint or locking gasket. H. Water main, water meter, air and vacuum relieve valve, blowoff assembly, fire hydrant easements, and all appurtenances. I. Meter size and service line size, material type, and location. J. Irrigation meter size and service line size, material type, and location. K. Proposed fire line, FDC line, and PIV locations. Provide a note with the underground fire line noting that a separate fire permit will be required for the underground fire line between the connection to the public water main to the building. L. Backflow prevention assembly and detector check meter size, type and location. M. For buildings requiring fire sprinklers, the fire sprinkler notes shall be shown on the plan, as shown in Appendix B of this Chapter. N. Table or call out showing physical separation in feet between water lines and other utilities at crossings, when a profile is not required. O. Cross connection control notes included in Appendix B of this Chapter. P. For plat or road projects, provide unique stationing down the center of the road with the appropriate offset at all water main appurtenances. For all other projects, provide unique stationing down the center of the water main tied into known survey control. Q. Private water mains and hydrants are labeled as “Private” or “PVT” when applicable. 3.04.06.B Sanitary Sewer Sanitary sewer system design shall be in accordance with Chapter 8 – Sanitary Sewer and Storm Drainage Facilities, and include the following items: A. Sanitary sewer pipe size, locations, and type of material. City of Auburn Issued February 2024 Engineering Design Standards Page 39 B. Location of manholes. Indicate type of manhole, stationing, offset, and number manholes consecutively. During the City review process, manhole numbers shall be assigned by the City to be incorporated into the next submittal. C. Indicate knockouts in manholes for future connections. D. The direction of sewage flow shall be indicated with an arrow at the manhole. Proposed sewer shall have solid arrowheads while existing pipe and manholes shall be shown in ghost or screened lines with the arrowhead and manhole not filled. The location of the frame and cover on the manhole, positioned over the widest part of the shelf and not over a flow channel, shall be shown. E. Drop manholes, if approved, are to be detailed on the plans. F. Length, slope, type and class of material, and inverts for side sewers. G. Stationing for side sewers, measured from downstream manholes. H. Connection of a side sewer to the City’s sanitary sewer pipe shall be indicated with a tee. I. Locations of sanitary sewer cleanouts. J. Locations of sanitary sewer easements. K. Clearly define right-of-way and adjacent property lines. Parcel numbers for all lots adjacent to the improvements shall be indicated, with existing or proposed finished floor elevations. L. Floor drains, drains from other covered areas potentially subject to pollutants, and wash areas within parking lots shall be connected to the sanitary sewer through an approved oil/water separator. 3.04.06.C Storm Drainage Grading and Storm Drainage system design shall be in accordance with Chapter 5 – TESC, Clearing, and Grading, and Chapter 8 – Sanitary Sewer and Storm Drainage Facilities (which incorporates by reference the SWMM), and include the following applicable items: A. The layout of all the storm drainage pipes with the length, slope, and material type indicated in the labeling of the storm drainage pipes. Provide arrows to indicate the direction of flow into the structures. B. Typical ditch section. C. Location of manholes and catch basins. Indicate type, stationing, offset, type of lid, rim and invert elevations, and number manholes and catch basins consecutively. D. Existing and proposed sanitary sewers and water mains. Identify crossings and minimum distance between utilities. E. Building downspouts or footing drain locations, inverts and connections to the storm drain system. F. For single-family home sites, indicate means for collection and discharge of water from roof, foundation drains, wall drains, and driveways. G. Provide arrows to indicate drainage direction in parking lots, roadway intersections and cul-de-sacs. City of Auburn Issued February 2024 Engineering Design Standards Page 40 H. Reference to the detail/BMP and/or cross-section sheets for storm drainage detention or retention facilities such as the control discharge structure and pond cross-sections. Indicate water surface elevations, allowable discharge rates, and design storms. I. Show an emergency overflow to the public storm drainage system. J. Berm dimensions, material, and compaction requirements for ditches and detention ponds. K. Indicate type of material and size of energy dissipaters (riprap, etc.). L. Provide details of the storm drainage water quality facility. M. Limits of surface water ponding within parking lots. N. Trash racks. O. Location and widths of easements. P. Location and type of pumps. Q. Stormwater treatment/quality control facility location, length, width, slopes, and cross-section. R. Planting and seeding requirements with establishment procedure (construction sequence) for water quantity or quality systems. S. Finish floor elevations of all buildings. T. Indicate separation from any pipe, infiltration trench, open ditch, water quality and stormwater facilities to any property line, structure and obstruction. U. For ponds, provide landscaping, fencing, maintenance access, critical water surface elevations, and other items, such as walls and liners. V. Number the storm drain structures (Numbers will be provided by the City prior to final plan approval). W. Low Impact Development (LID) facility location, length, width, slopes, and cross- section. X. Provide the Auburn Storm Drainage Detention Pond Notes as shown in Appendix B of this Chapter when public detention ponds are proposed. 3.04.07 Utility Profile Sheet Utility Profiles are to be included on the associated utility plan sheet(s) with plan view above the profile view and corresponding unique stationing. All existing and proposed parallel and crossing utilities shall be shown on the profile. 3.04.07.A Storm Drainage Profiles shall be created for all designed storm systems. These profiles are to include the following items where applicable: A. Structure size, location, type, station, invert elevation, type of lid or grate, rim elevation, stationing and offset. B. Pipe size, type of material, slope (ft./ft.), and lineal footage. C. Utility crossings shall identify size and type of utilities involved. City of Auburn Issued February 2024 Engineering Design Standards Page 41 D. Ditches, size, type, and slope. E. Existing and finished grade along pipe centerline. F. Connections to existing structures. 3.04.07.B Water Profiles shall be provided for all public water systems, including on-site systems and systems within the street/City right of way and easements, These profiles shall include the following items where applicable: A. Pipe size, type of material, lineal footage, cover, stationing and offset. B. Utility crossings shall identify size and type of utility involved. C. Existing and finished grade along pipe centerline. D. Connections to existing mains and fittings. E. Label fittings and valves, including concrete blocking. 3.04.07.C Sanitary Sewer A profile will be required for all public sanitary sewer mains. These profiles are to include the following items where applicable: A. Structure size, location, type, station, invert elevations, type of lid, rim elevation, stationing and offset. B. Pipe size, type of material, slope (ft./ft.), and lineal footage. C. Utility crossings shall identify size and type of utility involved. D. Existing and finished grade along pipe centerline. E. Connections to existing structures. F. Side sewer locations, stationing and offset. 3.04.08 Public Street Plan and Profile Sheet When a project includes construction within a public street, excluding utility connections, both a plan and a profile shall be included in the plan set. The Public Street Plan and Profile sheet(s), when required, shall have the applicable items identified below: 3.04.08.A Plan View The plan view shall include the following items where applicable: A. Plan views shall be drawn at a 1” = 20’ scale. B. Existing and proposed rights-of-way. C. Existing and proposed contours and elevations. D. Existing and proposed street names. E. Existing and proposed centerline bearing and distance. F. Existing and proposed signs and traffic control devices. G. Existing and proposed storm drainage systems. City of Auburn Issued February 2024 Engineering Design Standards Page 42 H. Existing and proposed sewers and water mains. Identify crossings and minimum distances between utilities. I. Horizontal curves. J. Horizontal stationing. K. Location of curbs, sidewalks, wheelchair ramps, and driveways (by station). L. Locations of monuments at all centerline intersections, cul-de-sacs, PCs, and PTs by station. M. Street luminaires, conduit for street lights, traffic signals, and traffic signal loop detectors located within the vicinity of the project. N. Mailbox types and locations where new or relocated mailboxes are proposed. Submit to postmaster for approval. O. Address any horizontal utility conflicts in plan. P. Street landscaping, if required. Q. Construction limits. R. Slope excavation and/or embankment limits. S. Pavement and lane tapers. T. Identify any non-standard street cross slopes. U. ADA Maximum Extent Feasible (MEF) documented on the Plans with a notation indicating the deficiency and that the curb ramp was designed to the MEF. V. All proposed and existing underground and overhead utilities shall be shown and labeled on the plan in grayscale. The locations shall be coordinated and approved through the appropriate utility purveyor. 3.04.08.B Profile The profile shall include the following items where applicable: A. Profiles shall be drawn using 1” = 20’ horizontal and 1” = 2’ vertical scales. 1” = 5’ vertical scale may be used in place of 1” = 2’ in areas with steep slopes. B. Existing and proposed centerline road grade. C. Existing and proposed storm drainage systems. D. Existing and proposed sewers and water mains (use ghost lines). Identify crossings and minimum distances between utilities. E. Existing and proposed flowline grades. F. Finish grade elevations every 50 feet and every 25 feet for vertical curves along design centerlines. G. Vertical curve information in profile section. H. Address vertical utility conflicts in profile. City of Auburn Issued February 2024 Engineering Design Standards Page 43 3.04.08.C Intersections Intersection plans shall be 20 scale drawings in conformance with Figure 3-1 below: Figure 3-1 Intersection Plan Sheet Requirements 3.04.08.D Typical Roadway Sections Typical roadway sections shall show pavement depths, widths and materials, cross-slopes of pavement (%), centerline, dimensioned right-of-way lines, curb and gutter, ditches, embankment and excavation slopes (1H:1V), walls, etc. Typical sections will be labeled within identified station ranges. City of Auburn Issued February 2024 Engineering Design Standards Page 44 3.04.08.E Striping and Signing Provide maximum 40 scale plans per these Standards, Auburn City Code, WSDOT and MUTCD, including lane markers, pavement markings, and signing. 3.04.08.F Signalization Provide 20 scale separate detailed signalization plan per City of Auburn Standards, including poles, bases, conduits, and traffic loops. Signal Plan Sheet 1. The plan sheet shall conform to the following requirements: a. For areas that require greater detail (such as the corner that has the controller), a blown-up detail may be necessary at a 1″=10′ scale. b. All proposed signal equipment, including signal poles, mast arms, heads, signs, junction boxes, conduit, loops, controller, and service cabinet shall be shown as bold. c. All existing and proposed right-of-way information shall be shown and labeled on the plan, including easements needed for signal equipment. The line type shall be different for easements and right-of-way. d. All proposed curb, sidewalk, proposed striping, and existing curb/striping (to remain) information shall be shown on the plan in gray scale (screened back). e. Sight triangle lines shall be shown on plans in gray scale. f. All proposed and existing underground and overhead utilities shall be shown and labeled on the plan in gray scale. g. Provide on the plan signal construction notes as shown in Appendix B of this chapter. 2. Construction notes shall contain, but not be limited to: a. Signal pole and foundation installation (including pole type, mast arm length, and installation of items on the pole). b. Controller cabinet and foundation installation. c. Coordination of utility removal/relocation. d. Coordination of connection of power, and power source type. e. Interconnect connection to other signals. f. Removal of existing signal and/or street light equipment. 3. Displays: The plan sheet shall include the following displays: a. Phase diagram display. b. Signal display showing signal layout of all vehicle signal heads and pedestrian heads. 4. Detection: The plan sheet shall include: a. Stop bar, intermediate and advanced loop location, and numbering. b. Pedestrian push button location. c. Preemption detection location and numbering. 5. Signal Poles and Associated Equipment: The plan sheet shall contain, but not be limited to: City of Auburn Issued February 2024 Engineering Design Standards Page 45 a. Signal Pole Locations and Numbering: The locations shall be called out by the major arterial station and offset. b. Signal head location and numbering. c. Pedestrian head location and numbering. 6. Controller and Service Location: At least one corner of the controller/service foundation shall be called out by the major arterial station and offset. The footprint of the foundation shall be shown on the plans with the controller and service cabinets oriented on the foundation as they would be placed in the field. If the information required to show all the controller/service conduit connections and foundation footprint makes the plan too cluttered, a blown-up detail of the corner containing this information is needed at a 1″=10′ scale. 7. Power Source Location: The location of the power source shall be identified on the plans. 8. Wire Schedule: a. A wire schedule table shall include run numbers, conduit size, wire type, and comments. b. Comments shall include, but not be limited to, number of twisted loop pairs for runs between the detection loops and adjacent junction box, identification of spare conduits, conduits utilized only by interconnect or illumination, and power cables. c. For designs that include modifications to an existing signal, all existing wire runs affected by the design shall be shown on the wire schedule. 9. Junction box type and approximate location. 10. Signing: a. Signs shall be shown on all mast arms. Signs that are post mounted but are signal related (such as a “signal ahead” sign) shall be shown on the signal plan. b. A sign display shall be shown on the plan with the MUTCD sign designation, dimensions, and lettering type for all signs. c. Indicate removal of existing stop signs after signal is in operation. d. Installation of “New Signal Ahead” or “Signal Revision Ahead” signs. 11. Other Illumination: a. Proposed illumination that will use the signal service cabinet, but is located outside the four quadrants of the intersection, shall be shown as proposed on a separate illumination plan sheet. On the signal plan sheet, the illumination shall be shown as gray scale and labeled as “proposed illumination, see illumination plans.” However, once the illumination enters the quadrants of the intersection (i.e., when it is using the same junction box as the signal equipment), it shall be shown as proposed on the signal plan and gray scale on the illumination plan. b. Indicate the circuit that street lights are on. City of Auburn Issued February 2024 Engineering Design Standards Page 46 Wire Diagram Plan In general, the wire diagram shall include the following: 1. All signal heads, pedestrian heads, pedestrian push buttons, luminaires, preemption detectors, loops, and junction boxes drawn in schematic forms. 2. All termination points in the controller cabinet. The wire diagram shall include every termination point the controller will have, including those that may not be used for this particular signal design. 3. All wiring associated with the items above, as well as the wiring for interconnect. The wire diagram shall show how these items are connected to the controller. 4. Location of wire splices. 5. All termination numbering at each end of each wire. For example, the 5- conductor cable connecting a signal head to the controller shall have the termination numbering called out at the signal head and in the termination points in the controller. 6. All wire colors at each end of the wire. 7. A call out to each wire run noting the number and type of each wire. 8. Intersection schematic with a north arrow showing approach phase. 9. Pole, signal head, pedestrian head, preemption detection, and loops shall be numbered on the wire diagram. Pole Schedule Plan The pole schedule shall include the following: 1. A signal standard detail chart. 2. Pole orientation attachment and base detail, pole foundation detail, and signal standard detail. 3.04.08.G Illumination A. Street Light Plans shall be labeled as Street Light Plans, and shall be prepared, stamped, signed, and dated by a professional engineer. B. Street Light Plans will include references to all applicable City of Auburn Standard Details and/or Washington State Department of Transportation (WSDOT) Standard Plans, or copies of other specific details applicable to the project shall be shown on the plans. C. Plans should show any proposed street trees and underground utilities in the background. City of Auburn Issued February 2024 Engineering Design Standards Page 47 D. Street Light Plans shall be provided on separate and uncluttered sheets that do not show unrelated street, utilities, or on-site improvements. Street Light Plans shall be drawn to a maximum engineer’s scale of 1” = 40’. E. Street Light Plans shall at a minimum include the following applicable items for new or existing street lighting system: 1. Lighting schedule with the following information in a table format: a. Luminaire make and model b. Lamp/Ballast type c. Lamp wattage d. Uniformity Ratio e. Minimum Light Level f. Average Maintained Light Level g. Light standard type h. Mounting height (ft.) i. Bracket or davit arm length (ft.) j. Light distribution pattern k. Luminaire spacing distance (ft.) 2. Light standard locations by station and offset from the centerline of the street to the center of the light standard. Show all existing street lights for a distance of 500 feet in both directions from the limits of the project site, including both sides of the street(s) and in medians. F. Wiring/Conduit schedule with the following information in a table format: 1. Circuit number 2. Conduit size, material, and purpose (street lighting, traffic signal interconnect, spares, etc.). G. Location of points of service (the PSE connection or service location and the new or existing City Electrical Service Cabinet(s). H. Location of junction boxes. Indicate junction box type and purpose (lighting, traffic signal, etc.). I. Existing topography, including but not limited to the location of driveways, street trees (including species), street intersections, overhead utilities (including maximum and minimum heights), underground utilities (including sizes), medians, curb, and lane widths (pavement markings). 3.04.08.H Streetscape Provide information on planting of the public landscape strips along the street frontage. Information shall include the following: A. Type and size of trees. B. Tree spacing. C. Type of ground cover. City of Auburn Issued February 2024 Engineering Design Standards Page 48 D. Root control/barrier. E. Irrigation if applicable. F. Show all proposed and existing surface features and underground utilities. 3.04.08.I Other Features Include locations of any other feature including mailboxes and bus stops. Any mailbox placement that requires approval from the postmaster shall include the Postmaster Approval Block (B-2) in Appendix A of this chapter. 3.04.09 Site and Landscape Plan Sheet The site and landscape sheets (separate plans may be more appropriate), when required, shall have the following applicable items: A. Demonstrate conformance with ACC 18.50, “LANDSCAPING AND SCREENING” and ACC 18.52 “OFF-STREET PARKING AND LOADING”. B. Label name, classification, and boundary of adjacent streets both public and private. C. Pavement types with unique hatching. D. Site signage and striping. E. The boundaries and dimensions of site. F. Show and label any easements. G. Show and label any critical areas and buffers affecting the site. H. The location of on-site buildings and their eaves or protrusions (decks, porches, covered entries, etc.) and other site features (generators, compressors, retaining walls, fuel tanks, etc.). I. The location of on-site parking stalls, drive aisles, and loading/unloading areas and required fire lanes with dimensions. J. The location and size of landscape areas (measured to the inside of curbs). K. Landscape area calculations as required by ACC 18.50.040, “Landscape development standards.” L. The species (common and scientific name), condition (bare root, balled & bur lapped) or containerized) and size of planting materials (shown within a “planting schedule”). M. Notation of which species are native to, or adapted to the Pacific Northwest (minimum 50%). N. Site preparation specifications (removal of construction debris, soil amendment, fertilizer, etc.). O. The location and type of non-vegetated groundcovers such as rock, mulch, etc. P. The location, size, and proposed screening of outdoor storage areas and dumpster/refuse areas. Q. The location, species, and size (diameter at DBH) of all existing trees and measures to protect them. City of Auburn Issued February 2024 Engineering Design Standards Page 49 R. Show all proposed and existing surface features and underground and above- ground utilities affecting the site. S. Landscaping notes, including: a. Plant materials list substitutions requiring city approval and possibly “as- built plans.” b. Planting notes (e.g., when to remove tree stakes). c. Soil quality and installation. d. Maintenance after installation. T. Site furnishings such as light posts, bike racks, benches, trash cans, and shopping cart racks. 3.04.10 Site Irrigation Plan sheet The site irrigation sheets, when required, shall have the following applicable items: A. The connection point to the City system, together with the water meter size. B. The size, location, and type of the backflow prevention. C. The proposed layout of the irrigation system. D. Be consistent with the site’s building and landscaping plans. E. Show the existing and/or proposed location of all parcel lines. 3.04.11 Critical Area Restoration/Mitigation A critical area restoration or mitigation sheet, when required, shall include the items as required by the City pursuant to ACC 16.10 and 15.68. 3.04.12 Phasing Plans Applications that propose to complete projects in phases shall submit a phasing plan which incorporates all required conditions of approval and details infrastructure improvements and sequencing of the phases. Prior to occupancy of any buildings within a phased project, complete construction, inspection, acceptance, and transfer of ownership to the City via Bill of Sale as well as recorded easements are required for all public utilities (water, sewer, & storm) serving the building and public road improvements/right of way dedications must be complete. If the private utilities are proposed to be constructed in phases, the points of connection between phases and how the future phases will be constructed without affecting the operation of the previous phases must be shown. Phasing plans are subject to approval by the City Engineer and Building Official and shall include the following information: 1. Illustrative maps for each proposed phase which clearly mark in heavy lines the boundaries of the subject phase, label the phase alphabetically (to avoid confusion with lot numbers), and depict roads, lots, infrastructure, easements, dedications and open space which are included within the subject phase. The plan shall also illustrate those proposed improvements which mitigate impacts associated with the unbuilt portions of the project which are not located within the boundaries of the subject phase. Previously established phases, including roads, lots, infrastructure, easements, dedications, and open space, should be shown on the map shaded or gray-scaled. All phasing maps shall be drawn at the same scale. City of Auburn Issued February 2024 Engineering Design Standards Page 50 2. A narrative description or table which describes each phase and its associated improvements. In addition, the narrative or table shall demonstrate that each phase would comprise a “stand-alone” development which, should no subsequent phases be constructed, would meet or exceed City standards and all other conditions of approval. The narrative should also describe the proposed timeline for completion of the entire project. The narrative must address emergency access, street improvements, and alternative construction access. City of Auburn Issued February 2024 Engineering Design Standards Page 51 Appendix A – Approval Blocks Sample Approval Block (B-1): Sample Postmaster Approval Block (B-2): Sample Engineering Approval Block (B-3): PROJECT REF: __________________________ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN’S REQUIREMENTS. DEV. REVIEW ENGINEER: ________________ DATE APPROVED: _______________________ CITY OF AUBURN POSTMASTER APPROVAL APPROVED BY: ________________________ TITLE/POSITION: _______________________ DATE APPROVED: ______________________ City of Auburn Issued February 2024 Engineering Design Standards Page 52 Appendix B – Standard Notes The following General Notes shall apply to Development projects: GENERAL NOTES 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURN’S ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, EXCEPT AS OTHERWISE APPROVED BY DEVIATION, AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER OF RECORD, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE “WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION),” EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY’S CONSTRUCTION STANDARDS MANUAL. THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT (253) 931- 3010, TO SCHEDULE A MEETING. 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF SECTION 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. City of Auburn Issued February 2024 Engineering Design Standards Page 53 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY’S “DEVELOPMENT RECORD CONSTRUCTION DOCUMENT” HANDOUT. GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO ENSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES. 7. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN UN-WORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER 1 TO APRIL 30 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED City of Auburn Issued February 2024 Engineering Design Standards Page 54 SOILS THAT WILL REMAIN UN-WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. STORM DRAINAGE DETENTION POND NOTES PUBLICLY OWNED AND MAINTAINED DETENTION FACILITIES SHALL MEET THE FOLLOWING REQUIREMENTS: 1. ALL POND CONSTRUCTION, LANDSCAPING, AND TEMPORARY IRRIGATION, IF USED AS NOTED BELOW, SHALL BE COMPLETED PRIOR TO SCHEDULING AN INITIAL PUNCHLIST INSPECTION. THE GRASS SHALL HAVE SPROUTED OVER AT LEAST 80% OF THE AREA TO BE SEEDED. 2. ALL POND ACCESS RAMPS SHALL BE CONSTRUCTED WITH A MINIMUM OF 8” COMPACTED BASE COURSE TOPPED WITH A MINIMUM OF 2” COMPACTED TOP COURSE. THE POND RAMP SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR. 3. THE POND SIDE SLOPES SHALL BE SCARIFIED, AND ALL VEGETATIVE AND CONSTRUCTION DEBRIS AND ROCKS LARGER THAN 2 INCHES SHALL BE REMOVED PRIOR TO HYDROSEEDING. HYDROSEEDING SHALL BE APPLIED OVER THE ENTIRE DETENTION POND BOTTOM (OR ON THE SLOPES ABOVE THE WATER QUALITY ELEVATION FOR WETPONDS) UP TO THE TOP OF THE BERM. 4. THE POND BOTTOM AND ALL INTERIOR SIDE SLOPES PER REQUIREMENT 3 ABOVE SHALL BE SEEDED WITH THE FOLLOWING GRASS MIXTURE: TURF-TYPE TALL FESCUE AT 40%; TURF-TYPE PERENNIAL RYE AT 30%; RED FESCUE AT 25%; COLONIAL BENTGRASS AT 5% 5. APPLICATION RATE: HYDROSEED AT 60 LBS/ACRE; HAND SEED AT 2 LBS/1,000 SQUARE FEET. 6. THE NEED FOR WATERING TO ESTABLISH THE HYDROSEEDING WILL DEPEND ON WHAT TIME OF YEAR THE HYDROSEEDING IS APPLIED AND HOW LONG IT TAKES FOR THE SEED TO BE ESTABLISHED. IF A TEMPORARY IRRIGATION SYSTEM IS USED, IT SHALL BE ATTACHED TO THE FENCE OR PLACED AT LOCATIONS THAT DO NOT INTERFERE WITH MOWING. 7. THE CONTRACTOR IS RESPONSIBLE FOR WEED CONTROL AND REMOVAL OF LITTER PRIOR TO PLANTING AND THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. 8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY IRRIGATION SYSTEM PRIOR TO EXPIRATION OF THE 1-YEAR WARRANTY PERIOD. City of Auburn Issued February 2024 Engineering Design Standards Page 55 FIRE SPRINKLER SYSTEMS NOTES SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7.06.02 AND THE FOLLOWING REQUIREMENTS: 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY LINE SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL “U” CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 4. A POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY LINE TO ISOLATE THE SYSTEM FROM THE CITY’S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 5. BLOCKING, PIPING, AND RODDING DETAILS SHALL BE PROVIDED WITHIN THE SUBMITTAL. 6. APPROVAL OF THE CIVIL PLANS DOES NOT APPROVE THE INSTALLATION OF THE SPRINKLER SYSTEM SUPPLY PIPING. CROSS CONNECTION CONTROL NOTES CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS: 1. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WILL ALLOW PROPER OPERATION, AND IN-LINE TESTING AND MAINTENANCE. 2. A BACKFLOW ASSEMBLY PERMIT IS REQUIRED FOR ALL ASSEMBLIES INSTALLED WITHIN THE CITY OF AUBURN, AND/OR THE CITY’S WATER DISTRIBUTION SYSTEM. 3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH – BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION LIST. 4. BACKFLOW ASSEMBLIES MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. UPON RECEIVING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) HAS BEEN INSTALLED (NOT BY CITY), THE CITY WILL INSTALL THE DOMESTIC METER INSIDE THE DOMESTIC METER BOX. THE PASSING TEST REPORT FOR THE RPBA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE INSTALLATION OF THE DOMESTIC METER. City of Auburn Issued February 2024 Engineering Design Standards Page 56 6. UPON RECEIVING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT DOUBLE CHECK VAULT ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOT BY CITY), THE CITY WILL INSTALL THE IRRIGATION METER INSIDE THE IRRIGATION METER BOX. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE INSTALLATION OF THE IRRIGATION METER. 7. DOUBLE CHECK VALVE ASSEMBLY (DCVA, NOT BY CITY) TO BE INSTALLED BY THE CONTRACTOR ONTO THE FIRE SERVICE LINE, THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 72 HOURS OF THE CONNECTION OF THE BUILDING FIRE SERVICE LINE TO THE CITY MAIN. SIGNAL CONSTRUCTION NOTES 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THIS PLAN ARE FOR GRAPHIC PRESENTATION ONLY AND FINAL LOCATION SHALL BE DETERMINED BY THE ENGINEER. 2. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE SIGNAL IS NOT IN OPERATION. 3. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. City of Auburn Issued February 2024 Engineering Design Standards Page 57 Appendix C – Deviations, Maximum Extents Feasible, and Deferral/Fee-In- Lieu Plan Sheet Deviation Call-Out: • Leader arrow points to deviation location. • DEV-# is the City assigned deviation number. Plan Sheet Deviation Description: • Description is included with the construction notes on the plan sheet where the deviation is located. • Description includes a specific citation to the Construction Standards, Design Standards, or SWMM Supplement, as applicable to the Deviation Request. • Includes approval date in mm/dd/yyyy format. • Includes a brief description stating why the deviation was allowed, as provided by the City. Plan Sheet Maximum Extents Feasible (MEF) Call-Out: • Leader arrow points to the MEF location. Date is City approval date in mm/dd/yyyy format. DEV- # DEV- # MEF (DATE) SECTION X.X.X OF THE _____________, APPROVED _____. City of Auburn Issued February 2024 Engineering Design Standards Page 58 Plan Sheet MEF Description: • Description is included with the construction notes on the plan sheet where the MEF is located. • Description explains what aspect of the facility does not meet ADA requirements and what is constraining it from meeting requirements. • Includes approval date in mm/dd/yyyy format. Plan Sheet Deferral (Street Delay) or Fee-In-Lieu Call-Out: • Leader arrow points to deviation location. • SDR-# is the City assigned street delay number. Plan Sheet Deferral (Street Delay) or Fee-In-Lieu Description: • Description is included with the construction notes on the plan sheet where the deferred improvements would have been located. • Description includes a summary of the deferred improvements. MEF (DATE) SDR- # SDR- # City of Auburn Issued February 2024 Engineering Design Standards Page 59 Appendix D – Survey Standards COA Horizontal Datum & Basis of Bearing Information (Ref RCW 58.09.060; WAC 332-130-050) The City of Auburn’s horizontal datum is NAD83(1991), Washington State Plane Coordinates, North Zone, 4601 Basis of Bearings: Provide the observed or calculated bearing between two existing, recoverable monuments, along with NAD83(1991) coordinates and an accurate physical description of the monuments, including type, size and date visited. Clearly depict on the survey map ties to the project site from the basis of bearings. For Example: HORIZONTAL DATUM NAD83(1991), Washington State Plane Coordinates, North Zone, 4601 Basis of Bearings: The monumented centerline of 17th Street NE from COA Mon 509-036 at the intersection of Auburn Way North to COA Mon 509-010 at the intersection of I Street NE = S 89°04’04” E COA Mon 509-036 COA Mon 509-010 N: 121004.23 N: 120994.54 E: 1296131.38 E: 1296726.97 DESC: Encased brass disk with “X” DESC: Encased brass disk with punch COA Vertical Datum & Benchmark Information (Ref WAC 332-130-050) The City’s vertical datum is NAVD88 Provide Project Benchmark information that includes a physical description of the benchmark, date visited and elevation. Clearly depict the project benchmark on the survey map. If the project benchmark is located a significant distance from the project site, it is recommended that a site benchmark be established in close proximity to the project site and also clearly labeled and depicted on the survey map. For example: VERTICAL DATUM NAV88 Project Benchmark: COA 509-036 (BM B19) Brass disk in concrete in monument case at SI of Auburn Way North & 17th St NE Elevation = 65.99 (NAVD88) City of Auburn Issued February 2024 Engineering Design Standards Page 60 Appendix D – Survey Standards (continued) City of Auburn Issued February 2024 Engineering Design Standards Page 61 Appendix E – Minor Grading Permit Criteria Except as approved otherwise by the City Engineer, projects meeting all of the following criteria qualify for a Minor Grading Permit Submittal: A. The project is located on a single family parcel with an existing home, and does not include the construction of a new single family home (accessory dwelling unit is not considered a single family home) or the project is a remodel/tenant improvement on a non-residential project with all work occurring inside the existing building that is not exempt from a grading permit per ACC 15.74. B. The project does not include the construction of public improvements and right of way dedications. C. Project does not construct walls that are over 7-feet tall that are within a setback area (typically within 10 feet from the property line). D. Combined cut and fill earthwork is less than 200 CY. Earthwork is calculated by adding cut and fill quantities together, no net earthwork volume. E. Grading activities do not change existing drainage patterns and are not within 10-feet of the property line. F. Project disturbs less than 1 acre of area. G. Total area of new and/or replaced hard surfaces is less than 5,000 SF. H. The project is a remodel/tenant improvement on a non-residential project that is inside of a building that is not exempt from a grading permit per ACC 15.74. A project proposing 2,000 SF or more of new and/or replaced hard surfaces may qualify for a Minor Grading Permit in circumstances where the 2,000 SF threshold is exceeded due to utility work. Restoration associated with the utility work must replace the ground surface with in-kind materials with similar runoff characteristics. Applicability of this criteria to be determined at the discretion of the City Engineer, or designee. Submittal Requirements – Refer to the Minor Grading Permit Guide on the City’s website under Forms for minimum submittal requirements. Contact the Development Engineering team at development@auburnwa.gov for a plan template, if eligible for the scope of work proposed. All other projects requiring a Grading Permit shall submit a Grading Permit per the Civil Submittal Handout. City of Auburn Issued February 2024 Engineering Design Standards Page 62 Appendix F – AutoCAD Layers Standards FORMAT: Digital files shall be provided in AutoCAD 2019 (2018 format) or older “.DWG” format. All support files required to display or plot the files in the same manner as developed shall be delivered along with these files. Scanned hard copy drawings using raster-to-vector conversion will not be an acceptable digital format. AutoCAD files shall be prepared in accordance with the Layers Standard included in Appendix F, Chapter 3 of the City of Auburn Engineering Design Standards and the latest version of the United States National CAD Standard (NCS). MEDIA: Digital files shall be submitted via an electronic delivery method acceptable to the City of Auburn. Disks and/or drives shall be clearly labeled with the project name, drawing name(s), name of the drafting/engineering company or individual(s), date, and appropriate City of Auburn identifiers (e.g., BLD#, FAC#, etc.). SPATIAL REFERENCES: Drawings will be at full scale and shall be accurately located in State Plane Coordinates Washington North Zone, 4601, and tied to two existing and recoverable City of Auburn horizontal control monuments. Datum will be noted on the drawings. All drawings shall use survey control datum NAD 83/91 for horizontal control and NAVD 88 for vertical control. CONTENTS: The digital drawing files shall include, at a minimum, the following: The overall project site plan showing new and existing construction, property lines, easements, and survey references. New and existing water, sanitary sewer, and storm drainage elements showing location, size, and material of utility lines and structures. Separate layering showing existing impervious surfaces, new impervious surfaces, and annotation on the area of each in square foot units. Layer features for impervious surfaces shall be created from closed polylines to aid in verifying calculations of impervious surface area. DOCUMENTATION: Final recorded changes shall be clearly reflected when Certified Record Construction Drawings are processed. Proposed features shall use the layer names and descriptions given below. Any layers included that do not meet the descriptions below shall be accompanied by a detailed list of layers and layer descriptions. City of Auburn Issued February 2024 Engineering Design Standards Page 63 Appendix F – AutoCAD Layers Standards (continued) Proposed Feature AutoCAD Layer Name Commercial Fiber – Polyline C-COMM-FIBR Conduit: Polyline C-COMM-CDNT Easements – Polygon C-PROP-ESMT Power Service Cabinets – Point C-POWR-VALT Sewer Cleanouts – Point C-SSWR-SSCO Sewer Laterals – Polyline C-SSWR-LATR Sewer Mains: Polyline C-SSWR-PIPE Sewer Manholes – Point C-SSWR-MHOL Sidewalks – Polygon C-PVMT-CONC-SDWK Storm Catch Basins – Point C-STRM-STRC Storm Culverts – Polyline C-STRM-CULV Storm Manholes – Point C-STRM-MHOL Storm Pipes – Polyline C-STRM-PIPE Street Lights – Point C-POWR-LITE Street Painted Lines – Polyline C-ROAD-MRKG Traffic Signal Cabinets – Point T-POWR-SGNL-CBNT Traffic Signal Poles – Point T-POWR-SGNL-POLE Traffic Signs – Point C-SITE-SIGN Traffic Vaults T-POWR-VALT Utility Poles – Point C-POWR-POLE Water Auxiliary Equipment – Point C-WATR-FTTG Water Hydrants – Point C-WATR-FHYD Water Laterals – Polyline C-WATR-LATR Water Mains – Polyline C-WATR-PIPE Water Meters – Point C-WATR-METR Water Valves – Point C-WATR-VALV Wetlands – Polygon C-WETL-DELN City of Auburn Issued February 2024 Engineering Design Standards Page 64 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 65 Chapter 4: Report Preparation Requirements 4.00 Preface This Chapter describes how technical engineering reports are to be laid out to meet City requirements and provide a format that is easy to follow and understand. Reports need to meet these basic standards in order to move through the review process in an efficient manner. 4.01 General Requirements The following general requirements shall be met for all technical engineering reports being submitted for review and approval: A. All reports and calculations shall be prepared, stamped, signed, and dated by a professional engineer. B. The topographic map prepared for the project shall be prepared, stamped, signed, and dated by a professional land surveyor. C. All reports and calculations shall be neat, uncluttered, legible, and in conformance with the requirements herein. D. All engineering reports shall be bound with the civil engineer’s stamp clearly visible. E. Reports shall reference City Standards as necessary. F. All reports shall be provided in electronic format (PDF). 4.02 Report Types and Requirements The following are basic types of reports submitted as supporting project information. Depending on the complexity or simplicity of the project and its location, the amount of detail, and the number and types of reports required will be subject to change. The examples given are the typical reports required for a standard project, there may be other reports required that are specific to a particular project. 4.02.01 Geotechnical Reports Geotechnical reports are required to support the design and construction of various facilities as specified in the ACC, these design standards, the SWMM, the Engineering Construction Standards, and other documents. The geotechnical report format shall include (at a minimum) the following applicable items: A. Title page including project name and address. B. General information, which includes existing site conditions. C. Site history including any prior grading. D. Subsurface soil information and conditions including seasonal high groundwater and impermeable layer elevations. Seasonal groundwater levels shall be determined using groundwater monitoring well(s) and shall be required where consideration of groundwater levels is a design consideration. E. Soil log information and locations of explorations. F. Soil characteristics including suitability for fill and compaction requirements. G. Slope stability analysis. City of Auburn Issued February 2024 Engineering Design Standards Page 66 H. Seismic hazards. I. Geological hazard areas as defined in the ACC 16.10. J. Site plan showing the topography and proposed structures and paving. K. Grading information including depth of cuts and recommended slopes. L. Recommendations on temporary erosion and sediment control. M. Conclusions and recommendations for foundations. N. Appendix with test pit and boring logs. O. Information on infiltration rates for use in designing low impact design facilities, retention ponds and infiltration trenches. P. California Bearing Ratio (CBR) information for pavement design per Section 10.05 or AASHTO Pavement Design. Q. Additional requirements for geotechnical reports are included in Volume I of the SWMM. 4.02.02 Stormwater Site Plan Report The Stormwater Site Plan Report shall contain the information as noted in Appendix I-I of Volume I of the SWMM. 4.02.03 Critical Area Report A. Title Page including project name, contact information for property owner, applicant, and preparer, a description of the proposal, site address, and the parcel number. B. Identify all local, state, and other critical area related permits/approvals required for the proposal. C. Indicate accuracy of the report. D. Documentation of field work (such as field data sheets, and rating worksheets in the case of wetlands). E. Description of methodologies used in the study. F. Identify and characterize all critical areas including wetlands, streams, water bodies, buffers, regulatory floodplain, wildlife habitat, groundwater protection areas, critical erosion hazard areas, landslide hazard areas, seismic hazard and volcanic hazard areas on or adjacent (within 300 feet of the project boundaries) to the proposed project area. G. Provide location and critical area rating/classification (if applicable) and required buffers based on a professional survey. Provide the classification according to ACC 16.10.080, “Classification and rating of critical areas” and identify the classification according to other agency standards for which permits/approvals are required. H. A description of proposed actions, including estimated area of impacts to the critical area(s), and the impact to buffer(s). I. An assessment of probable temporary, permanent, and cumulative impacts to the critical area(s) and buffer(s). City of Auburn Issued February 2024 Engineering Design Standards Page 67 J. Mitigation measures proposed and relationship to applicable mitigation standards. K. Scaled site plan. L. Qualifications of person(s) preparing the report. 4.02.04 Traffic Impact Analysis A. Title Page including project name and address. B. Executive Summary. C. Table of Contents. D. Introduction consisting of a description of the project, location, site plans with access to city streets, circulation network, land use and zoning, phasing plan, project developer and contact person, reference other studies. E. Traffic Analysis to include assumptions, existing and projected traffic volumes, project trip generations, trip distribution, level of service (LOS), and warrant analysis. F. Appendix with all calculations. G. Information as specified in Section 10.01 of these design standards. 4.02.05 Construction Stormwater Pollution Prevention Plan (SWPPP) See Section 5.01.03 of these design standards and Section 2 of Volume II of the SWMM. 4.02.06 Other Reports Other reports may be required on a site-specific basis. The specific information required in these reports shall be determined during the SEPA process or by the department requiring the report. These reports shall include the following basic items: A. Title page including project name and address. B. General information, which includes existing site conditions. C. Site plan showing the topography, proposed structures, and paving. D. Conclusions and recommendations. E. Appendix with collected field information. City of Auburn Issued February 2024 Engineering Design Standards Page 68 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 69 Chapter 5 TESC, Clearing and Grading 5.00 Preface Temporary Erosion and Sediment Control (TESC), clearing, and grading shall conform to the requirements herein. Compliance with these standards does not alleviate the design engineer from using sound professional engineering practices. The design criteria contained herein are the minimum acceptable under standard conditions. Special conditions may require more stringent requirements that will be addressed during the plan review process. The purpose of these requirements is to provide the design criteria necessary to preserve the City of Auburn’s water courses; minimize surface and ground water quality degradation; control sedimentation in creeks, streams, rivers, ponds, lakes, and other water bodies; protect adjacent and downstream property owners from increased runoff rates which could cause erosion and flooding; and ensure the safety and stability of City of Auburn’s roads and rights-of-way. 5.01 Temporary Erosion and Sediment Control (TESC) TESC design requirements shall meet design criteria requirements as identified in Volume II of the City of Auburn Surface Water Management Manual (SWMM), and follow City of Auburn grading requirements. All TESC measures regardless of design and implementation must meet the latest Nephelometric Turbidity Units (NTU) test requirements. The City may conduct tests and if the applicable limits are not met, the project will be halted until such time as it is brought into compliance. The temporary sedimentation facilities (ponds and traps) shall be defined as the active storage available a minimum of 1 foot above the seasonal high ground water. Any project with exposed soil meeting the requirements of the Chapter 2 of Volume II of the SWMM shall prepare a Stormwater Pollution Prevention Plan (SWPPP). The plan shall follow the SWPPP Template (available at the Dept. of Ecology’s website) or City of Auburn Short Form (where approved by the City) from the SWMM. For land clearing requirements see ACC 15.74 Plans for Land Clearing shall follow the requirements for Grading. The TESC plan shall also include a construction sequence element which clearly identifies the timing and methodology required to: A. Contain areas of active earthwork to prevent uncontrolled discharge of storm drainage. B. Minimize erosion and the extent and time soils are exposed on-site. C. Prevent tracking of sediment onto City streets. D. Protect permanent on-site and off-site storm drainage systems. 5.02 Grading The following section establishes the requirements for grading. These requirements do not supersede nor are they intended to be inconsistent with any landscaping requirement established by the Zoning Ordinance or other City action. A grading permit shall be required except for the situations described in ACC 15.74.050 and the following scenario: City of Auburn Issued February 2024 Engineering Design Standards Page 70 A. The City Engineer may approve the broadcasting of less than 500 CY of topsoil, peat, sawdust, mulch, bark, chips, or solid nutrients used for landscaping or soil conditioning on a lot, tract or parcel of land during any 24-month period, provided the finished depth does not increase the grade from the existing grade by more than 8 inches. 5.03 Cut and Fill Cut and fill slopes are subject to the requirements of ACC 16.10. Permanent cut and fill slopes shall be constructed no steeper than two horizontal to one vertical (2:1). Permanent cut and fill slopes within the public right of way or within 5 feet of a roadway shall be no steeper than three horizontal to one vertical (3:1). See Section 5.04 for additional information. Temporary fills, such as fill material placed for preloading of building pads, may use a slope one and one-half horizontal to one vertical (1.5:1). Slopes shall be stabilized by terracing, cat tracking, jute mat, grass sod, hydro-seeding, or by other planting or surfacing materials acceptable to the City. The City Engineer may require geotechnical analysis for the following: A. As supporting documentation for deviation from these standards. B. Cut or fill existing slopes of greater than five horizontal to one vertical (5:1). C. Slopes with sub-surface or surface water flows. D. In areas of questionable soils conditions or slope stability. E. Where the length of the slope requires terracing. Additional requirements for placement of fill material are as follows: A. A minimum horizontal setback of 5 feet shall be provided between the bottom of any fill placement and the top of the bank of any defined drainage channel. B. When filling a site, particular care shall be taken to prevent impeding the existing upstream surface drainage flow. C. Prior to any fill being placed all vegetation, topsoil and other unsuitable material shall be removed unless dictated otherwise by the geotechnical engineer. D. Fill material shall be placed in lifts of no more than 12 inches and compacted to 90% or greater of the maximum dry density as determined by ASTM D1557 Modified Proctor or as directed by the geotechnical engineer. 5.04 Retaining Walls Except retaining walls built with City capital projects or through deviation, retaining walls will be located outside the public right-of-way such that they do not support the public right-of-way, be privately owned and maintained, and are subject to ACC Title 15. In addition to the standard deviation criteria, a deviation request for a wall in the right-of-way or supporting the right-of-way would need to address the risk to the right-of-way if the wall was not adequately maintained or was otherwise compromised and digging restrictions associated with the wall that could complicate or compromise use of the right-of-way for utilities, street lighting, and other use. Walls within or adjacent to the right-of-way shall be placed to address clear zone and vehicle recovery requirements per WSDOT Design Manual M 22-01 Chapter 1600. Retaining wall systems with a vertical difference of 30-inches or greater require protective fencing along the top edge for safety. Per ACC 12.12.232, maintaining barriers or fences City of Auburn Issued February 2024 Engineering Design Standards Page 71 between the edge of pavement or back of curb along any public street and the abutting property (defined by ACC 12.12.020 as “sidewalk”), where the sidewalk is elevated more than two feet above the abutting property is the responsibility of the abutting property owner. Retaining walls require the wall owner to have property rights of sufficient terms and area, in the opinion of the City Engineer, to allow for construction, access, maintenance, repair, removal, and reconstruction of the wall. The minimum easement width required for walls that are less than 10 feet tall is 10 feet centered on the wall face and a minimum of 5 feet beyond any and all structural elements behind the wall. The minimum easement width required for walls 10 feet and taller is 15 feet and shall include a maintenance road along the wall base that is fenced and gated. Public walls shall be reinforced concrete walls or block walls as directed by the City Engineer. Other wall types require deviation to be considered for City ownership and maintenance. Tiebacks, pins, geogrids, anchors, footings, and any other elements of private walls are not allowed within the right-of-way. 5.04.01 Underdrains Underdrains are required for all retaining walls over 4 feet in height (i.e., concrete walls, MSE walls, soil nail walls, block retaining walls, etc.). A minimum 6-inch diameter perforated or slotted drainpipe shall be placed in a shallow excavated trench located along the inside edge of the keyway. The pipe shall be bedded on and surrounded by “Gravel Backfill for Drains” (WSDOT/APWA 9-03.12(4)) to a minimum height of 18 inches above the bottom of the pipe. A filter fabric shall surround the gravel backfill and shall have a minimum of 1 foot overlap along the top surface of the gravel. The perforated pipe shall be connected to a storm drain system or to an acceptable outfall. 5.04.02 Rock Walls Rock Walls may be used for containment of cut slopes or fill embankment up to a maximum height of 8 feet. Rock Walls over 4 feet in height, surcharged, or in areas of questionable soil stability will require an engineered design. The engineered design shall include a soils investigation and report by a geotechnical engineer and calculations to support the rockery design. The rock material shall be as rectangular as possible. No stone shall be used that does not extend through the wall. The quarried rock shall be hard, sound, durable, and free from weathered portions, seams, cracks, and other defects. The rock density shall be a minimum of 160 pounds per CF, measured accordingly to WSDOT test method 107 (Bulk Specific Gravity – S.S.D. basis). 5.04.03 Block Retaining Walls Block retaining walls, (e.g., Keystone, Allan Block, Ecology Block) may be used for containment of cut slopes or fill embankment. Block retaining walls over 4 feet in height, surcharged, or in areas of questionable soil stability will require an engineered design. The engineered design shall include a soils investigation and report by a geotechnical engineer and structural calculations to support the block wall design. Blocks used for retaining walls shall be in good condition and structurally sound; cracked and/or broken blocks are not acceptable. Unless designed as a gravity wall (ecology blocks), block walls over 4 feet in height shall employ geo-grid type material to increase the structural stability of the wall. City of Auburn Issued February 2024 Engineering Design Standards Page 72 5.04.04 Reinforced Concrete Walls Reinforced concrete walls or cast-in-place concrete walls may be used for containment of cut slopes or fill embankment. Concrete retaining walls over 4 feet in height, surcharged, or in areas of questionable soil stability will require an engineered design. The engineered design shall include a soils investigation and report by a geotechnical engineer and structural calculations to support the concrete wall design. A minimum 3,000-psi structural reinforced concrete shall be used in the design of concrete retaining walls. 5.04.05 Mechanically Stabilized Earth Walls (MSE Walls) MSE walls may be used in conjunction with other retaining walls or as a stand-alone application when constructing fill slopes. MSE walls will require an engineered design. The engineered design shall include a soils investigation and report by a geotechnical engineer and calculations to support the MSE wall design. MSE walls shall employ well-draining structural soil compacted to the geotechnical engineer’s specifications. MSE walls are not allowed in the right-of-way. 5.05 Construction Sequence A construction sequence is intended to ensure that the timing and installation of storm drainage and erosion control measures are in place prior to activities that may cause erosion to occur. The following elements are to be included in a construction sequence: A. Establishment of clearing and grading limits. B. Construction of temporary construction entrance. C. Construction of perimeter ditches, filter fabric fences, and other erosion control devices as shown. D. Construction of storm drainage control (applicant to be specific) facilities including emergency overflow as applicable. E. Construction of ditches and swales as necessary to direct all surface water to the storm drainage control (be specific) facilities as clearing and grading progress. Prevention of uncontrolled surface water being allowed to leave the site at any time during the grading operations. F. Establishment of at what point grading activities can begin, which is usually only after all perimeter drainage and erosion control measures are in place. For sites with a final development plan, the following shall also be addressed when applicable: A. Installation of on-site permanent storm drainage, sanitary sewer, and water facilities. B. Site paving. C. Indicate at what point building construction may begin. D. A description of how to transition from the temporary to permanent storm facilities. E. The possibilities of any phased construction. City of Auburn Issued February 2024 Engineering Design Standards Page 73 F. Any off-site public or private improvements including the general timing and duration. G. The removal of all TESC measures at project completion upon City approval. City of Auburn Issued February 2024 Engineering Design Standards Page 74 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 75 Chapter 6: Placement and Easement Requirements for City Facilities 6.00 Preface This chapter includes placement and easement standards for all three City utilities (water, sanitary sewer, and storm drainage), City telecommunications, street lighting and other facilities such as power service cabinets, traffic signal poles, and traffic signal controller cabinets. Additional standards for City utilities are included in Chapters 7, 8, and 9 of this document and in the Surface Water Management Manual (SWMM). Chapter 9 describes specific additional requirements for City and non-City facilities, including utilities, within the public right-of-way. Chapter 10 includes specific requirements for street lighting and other street related facilities. Compliance with these standards does not alleviate the design engineer from using sound professional engineering practices. The design criteria contained herein are the minimum acceptable under standard conditions. Special conditions may require more stringent requirements that will be addressed during the plan review process. 6.01 Easements Public Utility Easements are required for the placement, operation, and maintenance of City facilities located outside the public right-of-way and not in tracts/parcels owned by the City for the specific use of the City facility. Easements shall encompass all portions of the facilities including, but not limited to, valves, manholes, hydrants, meters, catch basins, channels, access roads, vaults, junction boxes, foundations, junction boxes, and other appurtenances. Easement requirements for storm ponds, ditches, and channels are specified in the SWMM. 6.01.01 Easement Width Easement widths for City facilities shall provide adequate space for access, operations, maintenance, repair, and open cut replacements. Table 6-1 shows minimum required easement widths for City Utility pipes and appurtenances based on depth of pipe/appurtenance. Under certain circumstances (e.g., steep slopes, pipe diameters greater than 12 inches, excessive depths) the City may require wider easements than shown in the table. Minimum easement widths for non-pipe facilities and appurtenances, such as channels and ditches, shall be the minimum width required for the City to access, operate, maintain, repair, and replace the facility and to meet the other requirements specified herein and in the SWMM. Table 6-1 Minimum Easement Width for City Utilities PIPE INVERT DEPTH, FEET EASEMENT WIDTH, FEET < 10 15 10 – 15 25 15 – 20 30 > 20 40 Table 6-2 shows minimum easement widths for City conduits, including, but not limited to, conduits for street lighting, telecommunications, and traffic control device systems. City of Auburn Issued February 2024 Engineering Design Standards Page 76 Table 6-2 Minimum Easement Width for City Conduit CONDUIT COVER DEPTH, FEET EASEMENT WIDTH, FEET 2 - 3 5 >3 - 5 7 >5 – 7 10 >7 To be determined by City Engineer, or designee Easements for non-linear facilities such as traffic signal cabinets, street lights, and power service cabinets shall encompass the entire perimeter of the facility plus a minimum of 2 foot offset distance for the facility edges. Additional offset may be required and determined by the City Engineer, or designee, to be required for facility maintenance, operations, repair, and replacement. 6.01.02 Easement Form Easements shall be provided on the City’s standard easement form, with a separate easement for each facility. A legal description of the easement and the property that the easement encumbers, along with a sketch showing both, shall be stamped and signed by a professional land surveyor and incorporated into the easement form as exhibits. The legal descriptions and sketch shall have margins acceptable to the County of recording. The easements may also be described and recorded on a final plat document. Encumbrances that would conflict with the City’s rights and ability to access, operate, maintain, repair, and replace the facilities require release/clearing from title. The City will record approved easements in the appropriate County prior to acceptance of the public facilities unless part of a final plat document. 6.01.03 Location of Facilities within Easement Facilities shall be located within the easement as follows: The preferred location of pipes, channels, structures, and appurtenances is to be centered within the easement. Where facilities are not centered in the easement, additional easement width may be required and it shall be demonstrated, to the satisfaction of the City Engineer, or designee, that the placement will not impede the City’s ability to access, operate, maintain, repair, and replace the facilities using typical City practices. Utility facilities must be located within the easement so that each pipe face or edge of channel, structure, or appurtenance is no closer than 5 feet from its adjacent easement boundary. Telecommunications facilities must be located within the easement so that each conduit, vault, or appurtenance is no closer than 2 feet from its adjacent easement boundary. 6.02 Utility Pipe Separation 6.02.01 Potable and Non-Potable Separation Requirements The requirements of this section are based on WAC 246-290-200, Washington State Department of Health (DOH), and the Washington State Department of Ecology (DOE). Potable City of Auburn Issued February 2024 Engineering Design Standards Page 77 pipes include pipes conveying water for domestic purposes, including domestic service and irrigation service lines. Non-potable pipes include, but are not limited to, pipes conveying sewage, storm drainage, natural gas, gasoline, and oxygen. Natural gas service lines, drain pipes (yard drains, down spout drains, and wall drains), and storm drain catch basin lateral pipes that carry runoff from a cumulative area of 5,000 SF or less, are not subject to the potable/non-potable separation requirements, but are still subject to general separation requirements as specified herein. The following requirements apply to separation between pipes and appurtenances of potable and non-potable materials: A. A Minimum of 10 feet horizontal separation is required between the outside walls/limits of parallel facilities where the crown of the non-potable pipe is less than 18 inches lower than the invert of the potable pipe. B. A Minimum of 4 feet horizontal separation is required between the outside walls/limits of parallel facilities where the crown of the non-potable pipe is at least 18 inches lower than the invert of the potable pipe. C. The invert of the potable pipe is required to be a minimum of 18 inches above the pipe crown of the non-potable pipe at crossings. Where meeting separation requirements would require pumping/pressurization of an existing or new gravity non-potable pipe, the separation requirements may be reduced with the following additional requirements: A. For construction of new potable pipes, the potable pipe shall be encased with ductile iron or steel pipe designed to withstand a minimum static pressure of 150 psi and extending at least 10 feet to either side of the crossing per City of Auburn Standard Detail W-26. B. For construction of new non-potable pipes, the non-potable pipe shall be encased in controlled density fill for at least 10 feet to either side of the crossing. C. Where non-potable pipe crosses over potable pipe, 18-inches of separation shall be maintained and one or both utilities will be encased, as deemed necessary by the City Engineer or designee. 6.02.02 General Separation Requirements The following separation requirements are in addition to the other separation requirements specified herein. Placement of new City utility facility mains shall be done in a manner that allows the City to access, operate, maintain, repair, and replace the facilities without impacting other adjacent facilities or structures in the vicinity. Facilities shall be located a minimum horizontal distance of 10 feet from above-ground structures and their foundations. Except as noted above (for crossings of potable water), underground facilities that cross each other shall have a minimum separation of 12 inches. Non-potable facilities require a minimum horizontal distance of 5 feet from all other underground utilities. Where 12 inch vertical separation cannot be achieved, use of an Ethafoam pad between the utilities may be permitted by the City Engineer or designee. Additional separation of City utility facilities from structures may be required where soil conditions are poor, facility depth is greater than 10 feet, or other conditions are present that require additional separation to ensure the City may access, operate, repair, and replace the facilities using standard City methods. The minimum separation between an underground facility and an adjacent structure shall be such that the zone of influence from the weight of a structure shall be below the invert of the underground facility. City of Auburn Issued February 2024 Engineering Design Standards Page 78 6.03 Utility Access Roads Public utilities within a utility easement, tract, or parcel that have appurtenances such as manholes, catch basins, stormwater ponds, vaults, fire hydrants, valves, blowoffs, etc. shall have an access road. The access road shall be constructed of gravel, asphalt, pervious concrete or pervious asphalt, or other surface material as approved by the City Engineer, and shall conform to the following requirements: A. Maximum vertical profile shall be 12% for public facilities and 15% for private facilities. B. A paved commercial driveway apron meeting City design standards shall be required for both public and private access where access roads connect to paved public roadways. C. The driveway approach section of the access road shall not exceed a vertical profile of 5% for a minimum distance of 25 feet measured from the back of the driveway entrance. See City of Auburn Standard Detail T-34. D. The minimum access road length shall be 50 feet as measured from the back of the driveway entrance. See City of Auburn Standard Detail T-34. E. Access to the access road shall be limited by a double-posted gate with a minimum width of 15 feet (if the gate is connected to a fence), removable bollards, or other approved equal. F. Except as noted in Section 7.06.04, access roads shall be a minimum of 15 feet in width on curves and 12 feet in width on straight sections, centered within the easement. Easement width will need to be increased at curves to accommodate the wider road and adjacent ditch described below. A hammerhead or a turnaround meeting IFC standards is required at the end of all access roads unless drive-through access is provided. G. For access roads determined by the City Engineer, or designee, to require access by vactor trucks or other large vehicles, inside turning radii shall be a minimum of 45 feet. For all other access roads, minimum inside turning radii shall be 28 feet. Turning analysis may be required to verify movement of equipment. H. Access roads whose vertical profile is greater than 8% shall be asphalt paved. See Table 10-7 for paved access road requirements. I. Unpaved gravel access roads and pond ramps shall meet the requirements of Table 10-7. J. The access road shall have a cross slope of 2%. K. Access roads will be constructed with appropriate drainage to prevent stormwater ponding on the road. L. Access roads cut into a hillside will require regrading of the adjacent slopes. To reduce the length of unimpeded slope and to collect and reduce the probable impacts of sheet flow on the slope face, install benches at least 10 feet wide into the slopes adjacent to the access road, with 30 feet maximum vertical spacing between benches. On the uphill slope face, the first bench shall be adjacent to the ditch. City of Auburn Issued February 2024 Engineering Design Standards Page 79 Chapter 7: Water Facilities 7.00 Preface The design and construction of public and private Water Facilities shall conform to the State of Washington Department of Health (DOH) Design Standards for Group A Public Water Systems, the Standard Specifications of the American Water Works Association (AWWA), and the most recent published and adopted edition of the Uniform Plumbing Code (UPC), unless modified herein. Compliance with these standards does not alleviate the design engineer from using sound professional engineering practices. The design criteria contained herein are the minimum acceptable under standard conditions. Special conditions may require more stringent requirements that will be addressed during the plan review process. Contact the City of Auburn Public Works Department for specific requirements for the design of pump stations, wells, reservoirs, treatment systems, and other special facilities. The design criteria used to estimate future line capacities are established in the City’s Comprehensive Water Plan. Anyone proposing to extend or modify the City’s water system should contact the Public Works Department for information. Applicants needing to construct public water improvements shall enter into a Developer Public Facility Extension Agreement (FAC) with the City. The City’s Permit Center can provide information on this agreement as well as applicable permit and connection fee estimates. 7.01 Water Mains and Appurtenances 7.01.01 Materials Unless otherwise approved by the City Engineer, all water mains shall be the following: Pipe Type Construction Standard Notes Ductile Iron Pipe, Special Class 52 or 53* 9-30.1(1) (Ductile Iron Pipe) Asphaltic coating on the exterior and cement mortar lining on the interior * Class 53 is required for installations with less than 42-inches of cover. The list of acceptable valves, fittings, and other appurtenances for water facility construction is subject to change as new and improved components become available. Refer to the Construction Standards for the most current information on these requirements. 7.01.02 Water Main Sizing and Main Extensions New water mains shall be sized to meet flow/demands, pressure requirements and pipe velocity constraints, and as follows: A. Water mains serving only properties and developments requiring 1,500 GPM @ 2 Hours per Section 7.05.03 shall be a minimum of 8 inches in diameter. B. Water mains serving properties and developments requiring 2,500 GPM @ 3 Hours per Section 7.05.03 shall be a minimum of 12 inches in diameter. City of Auburn Issued February 2024 Engineering Design Standards Page 80 C. Water mains serving properties and development requiring more than 2,500 GPM @ 3 Hours per Section 7.05.03 shall require hydraulic analysis per Section 7.06 for sizing and in no case shall be less than 12 inches in diameter. D. The minimum allowed diameter of a water main in a cul-de-sac, shared access driveway, or dead end street serving only single family/duplex residential properties may be reduced to 4 inches after the last fire hydrant connection serving the cul-de-sac, shared access driveway, or dead end street, unless the City Engineer determines the water main in the cul-de-sac, shared access driveway, or dead end street may be extended in the future or unless minimum pressure requirements cannot be achieved. Public water main extensions are required where a new service is being requested and there is no existing water main fronting the property(ies) or the existing water main does not extend across the full width of the property(ies) being developed, and shall be as follows: A. Water main extensions shall be extended to and across the entire property frontage of the parcel being served. For cul-de-sacs or other similar instances where extending across the property frontage is not feasible, main extensions shall meet all other requirements herein, necessary to address fire flow and pressure requirements. B. Water mains may be required to be extended beyond the property frontage or looped, as determined by the City Engineer, to address system deficiencies created by the development. Water main loops shall have a minimum of two separate connection points to the existing water system, with sufficient valves so that water can be delivered through either connection point independent of the other. C. In addition to the water main extensions required in item A) and B) above, the City may require properties with service connections on more than one frontage to extend water main(s) across the frontage(s) with the service connection(s), as determined necessary by the City Engineer to accommodate future water system extensions and connections. D. Water main extensions that may serve adjacent property or to which adjacent property may connect future extension(s), require additional easements, as determined by the City Engineer or designee, to be needed to accommodate the future connections. 7.01.03 Water Main Upsizing Public water main upsizing is required where a new or modified service is taken from an existing water main that fails to meet minimum pressure requirements per Section 7.01.05, fire flow requirements per Section 7.05.03, or pipe velocity constraints per Section 7.01.04, as demonstrated by a hydraulic analysis per Section 7.06. In such cases main upsizing shall be as follows: A. Existing water mains shall be upsized, at a minimum, across the entire property frontage of the parcel being served. B. Existing water mains may be required to be upsized beyond the property frontage, as determined by the City Engineer, to address system deficiencies created by the development. C. When main upsizing is required, in no case shall the mains be upsized to be less than the minimum sizes for new mains identified in Section 7.01.02. City of Auburn Issued February 2024 Engineering Design Standards Page 81 7.01.04 Water Main Velocities All water mains shall meet the following velocity requirements: A. The maximum flow velocity in distribution mains shall not exceed 8 feet per second under Peak Hour Demand (PHD) conditions. Maximum flow velocities in distribution mains may be exceeded under fire flow conditions, but in no case shall velocities exceed 18 feet per second when applying Maximum Day Demand plus Fire Flow (MDD + FF) conditions. B. The maximum flow velocity in transmission mains shall not exceed 5 feet per second under PHD conditions. 7.01.05 Water Main Pressure All water mains shall meet the following minimum pressure requirements under the conditions listed: A. Peak Hour Demand - 30 psi B. Max Day Demand Plus Fire Flow – 20 psi 7.01.06 Water Main Location Water mains shall be installed with no less than 42 inches and no more than 72 inches of finished cover. The City Engineer or designee, may grant exceptions to the minimum and maximum cover requirements and may require measures to mitigate impacts of the decreased or increased cover. Said exceptions will only be considered based on the potential impacts to City utilities of constructing the water main within the allowed cover ranges and topographic constraints. When a reduction in pipe cover is granted, in no case shall the finished cover be less than 30 inches. Public water mains shall be located in the public right-of-way or within a public water utility easement. Public water mains within a utility easement with appurtenances such as hydrants, valves, blowoffs, etc. shall have an access road to such appurtenances conforming to Chapter 6. Water mains located in the public right-of-way shall meet the requirements of Chapter 9. For separation requirements between utilities, see Chapter 6. 7.01.07 Water Main Appurtenances and Fittings A. Blow off assemblies (See City of Auburn Standard Detail W-03 or W-04) are required on dead-end water mains with a diameter of 6 inches or less; hydrants are required for dead-end mains over 6 inches in diameter. Blow off assemblies shall also be installed at the low point of a depressed “sag” section of a water main, except where a fire hydrant is installed within 50 feet of said area or on a short segment (20 feet or less) where the water main dips under other utilities. Blow off assemblies shall be placed in a level, clear area within the right-of-way or easement, be located as close to the main as possible, and be easily accessible to the City. B. Combination air and vacuum relief valves (See City of Auburn Standard Detail W-02) are required at high points in water mains when an abrupt vertical change in pipe elevation exceeds one pipe diameter, except where fire hydrants are installed within 50 feet of said area. Combination air and vacuum relief valves shall also be installed at the end of all dead-end water mains in addition of a blowoff or fire hydrant, when there is a vertical change in pipe elevation that City of Auburn Issued February 2024 Engineering Design Standards Page 82 exceeds one pipe diameter, and the dead end main is greater than 50 feet in length. Combination air and vacuum relief valves shall be placed within a level clear area within the right-of-way or easement, be located as close to the main as possible, and be easily accessible to the City. C. All buried bends shall have mechanical restrained joints and concrete thrust blocking or flanged joints and concrete thrust blocking (See City of Auburn Standard Detail W-01). 90 degree bends are not allowed when making vertical pipeline adjustments. D. Tees shall have flanged joints unless there is no valve against the Tee, in which case the Tee may be flanged or mechanical restrained joints. Tees shall include concrete thrust blocking (See City of Auburn Standard Detail W-01). When connecting to an existing water main, a tapping tee and valve may be used, if only a single valve is needed at the tee, or unless otherwise approved or required by the City Engineer or designee. E. Tapping tees are not allowed on commercial fire lines or other water taps needing uninterruptible service; a cut-in tee or installed tee is required. F. Size-on-size taps are not allowed unless authorized by the City Engineer or designee. G. The maximum allowable deflection per joint for ductile iron water mains shall be half of the maximum joint deflection specified by the pipe manufacturer or 4 degrees, whichever is lesser. 7.02 Water Services See City of Auburn Standard Details W-06, W-13 through W-16a, and W-20. The City owns and shall maintain the water service line from the public main to the meter, the meter and setter, the meter radio, the meter tailpiece, and the meter box. The property owner owns and shall maintain the tailpiece connection fitting, shut-off valve, service line after the shut-off valve, and other facilities such as pressure reducing valves, pumps, or backflow prevention assemblies behind the meter. For fire sprinkler connections, City ownership and maintenance responsibilities cease at the valve installed at the point of connection between the main and the fire service line. 7.02.01 Domestic Services Domestic water services shall meet the following requirements: A. Each parcel receiving water service shall have its own meter. Non-single-family developments with multiple buildings on a single parcel shall have a meter for each building unless otherwise authorized by the City Engineer or designee. B. Water services shall be installed per City of Auburn Standard Details. All existing services shall be replaced when installing new water mains required for the project. The City will furnish and install the meter for services of 2 inches and smaller unless directed otherwise by the City Engineer. C. Water meters 3 inches and larger will be purchased from the City and installed by the developer/contractor under City observation. Where vaults are required, the vault roof shall contain a 2-inch port for remote reading device. D. Water meters shall be installed off City owned water mains and shall be located as close to the water main from which the service is taken as possible, while City of Auburn Issued February 2024 Engineering Design Standards Page 83 meeting all other requirements as specified herein, with the distance not to exceed 50 feet. E. Water meters serving residential lots shall be located in the right-of-way along the frontage of the lot being served. Water meters serving residential lots without right-of-way frontage (such as lots that access the right-of-way via a shared driveway access road) shall be placed in the right-of-way adjacent to the access connection (driveway connection) to the roadway. F. Water meters shall be placed in landscape strips. If there is no landscape strip, the meter shall be placed behind the sidewalk (in a public water utility easement if not in right-of-way). If there is no landscape strip or sidewalk, the meter shall be placed at the right-of-way limits in a level area, outside of vehicle or pedestrian travel paths, outside parking areas, and away from obstructions. G. Meters in landscape strips and other landscaped or unimproved areas shall be set 2 inches above the finished grade including landscaping and mulch. H. Water meters that cannot be placed in the right-of-way while meeting other water meter location requirements may be placed within a public water utility easement adjacent to the right-of-way. I. Commercial and industrial sites shall have meters located near driveway entrances within the right-of-way or within public water utility easements in landscape islands located near access driveways when, placement in right-of- way, attempting to meet other location requirements of this section, is not practical. J. Meters may not be placed within sidewalks or pedestrian travel pathways except in cases where obstructions prevent the meter box from being placed behind the sidewalk or in a landscape strip (where a landscape strip is present). In such conditions, the meter box shall be placed in the back of the sidewalk. K. The water service diameter and meter size shall be sized per Tables 610.3 and 610.4 of the current Uniform Plumbing Code and, upon request by the City Engineer or designee, supporting documentation of the meter size selection provided to the City. The length of the private service line between the right-of- way line and the structure shall not exceed 300 feet. L. When installing multiple services to a public main, a minimum horizontal spacing of 5 feet shall be used between the corporation stops and tapping tees when the existing main material is ductile iron. A minimum spacing of 10 feet shall be used between the corporation stops and tapping tees on all other types of existing water main materials. M. Domestic water services shall be connected to the public water main. Domestic water services shall not be connected to private water mains. 7.02.02 Other Services Irrigation and other non-domestic water services shall meet all the above requirements as well as the following: A. An Irrigation meter shall be installed in cases where water is used for landscape purposes by non-single-family customers and does not enter the sanitary sewer system. B. For fire sprinkler service line requirements, see Section 7.05.02. City of Auburn Issued February 2024 Engineering Design Standards Page 84 C. Cross connection control devices shall be installed per Section 7.04. 7.02.03 Service Abandonment Services shall be abandoned when properties are redeveloped, and existing services will no longer be used. The following actions are required after removal of the meter: A. Obtain the necessary permits (e.g., for work in the right-of-way, for meter abandonment) B. Shut off the corporation stop at the main. C. Disconnect the service line from the corporation stop. D. Remove the meter box. E. Restore the roadway or other surface(s) disturbed by construction activities (e.g., trench patch/overlay). 7.03 Water Valves Water valves shall be as specified in the Construction Standards and the requirements of this section. See City of Auburn Standard Details W-17 through W-19 for valve box and extensions. Water valves shall be of the resilient wedge gate variety. Butterfly valves shall be placed on water mains 14” or larger in diameter. Valves larger than 12 inches may require the valve to be turned on its side with a gear to maintain minimum cover. Water valves shall be located as follows: A. Water valves shall be installed at a maximum spacing of 400 feet and at the intersection of lateral lines. A maximum of 20 service connections between valves shall be maintained except on dead end residential streets where up to 30 service connections between valves are allowed. B. Water valves shall be located in clusters at tees and crosses when possible and shall be located so that each leg of the main line system can be isolated separately. C. When extending public water mains, a water valve may be required near the end of lines where future extensions are projected. D. Water valves shall not be placed within the wheel path of vehicle traffic. A gravel or paved road surface may be required within the public water utility easement as needed to allow access to valves and other appurtenances. Valves shall be adjusted to final grade in accordance with City of Auburn Standard Detail T- 05. 7.04 Cross Connection Control See City of Auburn Standard Details W-22 through W-25. Water Systems shall be designed to protect the City water system from contamination via cross connection control in accordance with Washington State Law (WAC 246-290-490), Auburn City Code (ACC), the City’s Cross Connection Control Program manual, and these design standards. Premises isolation shall be provided on service connections and proposed building tenant improvements in accordance with these standards. City of Auburn Issued February 2024 Engineering Design Standards Page 85 7.04.01 Domestic Services Backflow protection assemblies shall be installed on all new non-single family service connections. Backflow protection assemblies shall be installed on existing non-single family service connections as directed by the City Cross Connection Specialist. The type of backflow protection assembly shall be as determined by the City Cross Connection Specialists: A. A Reduced Pressure Backflow Assembly (RPBA) shall be installed adjacent to the meter or at an alternate location where the service line enters the building. RPBA assemblies installed at an alternate location, require the approval of the City, shall have no connections between the meter and the assembly, and shall be installed with adequate drainage to accommodate discharges from the RPBA. B. A Double Check Valve Assembly (DCVA) for domestic service shall be installed adjacent to the meter, unless installed at an alternate location approved by the City Cross Connection Specialists. 7.04.02 Irrigation Services A backflow prevention assembly shall be installed on all irrigation service connections. The layout of the backflow prevention assembly shall be per City of Auburn Standard Detail W- 06 for single family residential services up to 2 inches and per City of Auburn Standard Detail W-20 for non-single family residential services. The minimum level of backflow prevention required shall be provided by a Double Check Valve Assembly (DCVA) per City of Auburn Standard Detail W-24. A higher degree of protection may be required if deemed necessary by the City, which may include a Reduced Pressure Backflow Assembly (RPBA) per City of Auburn Standard Detail W-22. The backflow prevention assembly shall be installed adjacent to the meter. 7.04.03 Fire Line Connections A backflow prevention assembly shall be installed on all fire service connections. The layout of the backflow prevention assembly shall be per City of Auburn Standard Detail W-09 for single-family residential services up to 2-inches and per City of Auburn Standard Detail W- 20 for non-single-family residential services. The minimum level of backflow prevention required shall be provided by a Double Check Valve Assembly (DCVA) per City of Auburn Standard Detail W-24. A higher degree of protection may be required if deemed necessary by the City, which may include a Reduced Pressure Backflow Assembly (RPBA) per City of Auburn Standard Detail W-22. The backflow prevention assembly shall be located in the building riser room for non-single- family residential services. 7.04.04 General A. A DCVA shall be installed to provide adequate access for inspection, testing and maintenance. B. A DCVA located outside the building shall be installed in a vault, as described on City of Auburn Standard Detail W-24. C. A DCVA located inside the building shall be installed per City of Auburn Standard Detail W-25. City of Auburn Issued February 2024 Engineering Design Standards Page 86 D. An RPBA shall be installed in an above ground enclosure or at alternate location with no connections between the meter and assembly (See City of Auburn Standard Detail W-23). An RPBA is required for all services utilizing chemicals. E. Prior to installation, 2 sets of backflow prevention assembly plans, including the connection point to the City main, shall be submitted for review and approval by the City. F. Only assemblies listed on the current list of Backflow Prevention Assemblies Approved for Installation in Washington State shall be allowed. This list is maintained by the State of Washington and is available from the City. G. When multiple buildings are proposed on a parcel the building backflow prevention devices shall all be located outside the buildings or all be located inside the buildings per City of Auburn Standards. 7.05 Fire Systems 7.05.01 Fire Hydrant Assemblies See City of Auburn Standard Details W-07 & W-08. Fire Hydrant Assemblies shall meet the following requirements: A. Fire hydrant service lines shall be installed at right angles to 8 inch minimum diameter supply mains. B. Fire hydrants shall stand plumb, be set to meet manufacturer’s specification for ground bury line, and have a clear, level area around the hydrant with a radius of no less than 36 inches. C. Fire hydrants shall be located no closer than 50 feet to the surrounding structures, or at a distance as determined by the Fire Marshal and approved by the City Engineer or designee. Fire hydrants shall be located such that no portion of the fire hydrant is within 5 feet of any portion of a driveway (including throat, apron, and wings). D. Fire hydrants shall be provided with two 2½ inch National Standard Thread (NST) hose ports and one 4½ inch NST by 5 inch hose port with a Storz adapter and cap. E. The pumper port shall face the street or fire access road and be readily accessible to any fire vehicle for firefighting and pumping operations. There shall be at least 18 inches clear from the face of the pumper port to the edge of pedestrian or traveled ways. F. The service line from the supply main to the fire hydrant shall be 6 inches in diameter unless the service line extends over 50 feet in length, in which case the service line shall be 8 inches in diameter. Service lines shall be restrained when the length of service line exceeds one pipe length. G. Fire hydrants shall be installed with a maximum spacing of 600 feet along streets in single-family zones and 300 feet in all other zones. H. The maximum distance allowed from any part of a single-family residential structure to the closest fire hydrant is 450 feet. I. Buildings, other than single-family residences, located with portions of the building more than 150 feet in vehicular travel (see figure below) from a fire City of Auburn Issued February 2024 Engineering Design Standards Page 87 hydrant assembly or with building fire flow over 2500 gpm, shall require on-site fire hydrant assemblies. A maximum length of 150 feet of water main serving a single fire hydrant shall be allowed. Any length greater than 150 feet will require the fire hydrant(s) to be served by a water main that loops around the building, or complex of buildings, and reconnects back to the distribution supply main. 7.05.02 Private Fire Hydrants and Water Mains Private fire hydrant assemblies and associated water mains serving the fire hydrants shall meet all of the same standards as is for public facilities identified in these standards, including the following requirements: A. The City Engineer, or designee, may require fire hydrants and water mains installed on private property solely for the purpose of providing fire protection to be privately owned and maintained by the benefitting property. B. Privately owned and maintained fire hydrants shall be painted Safety red per the City Construction Standards to distinguish between publicly owned and privately owned fire hydrants. C. Ownership of privately owned water mains begins immediately downstream of the valve at the point of connection to the public water main. D. Private fire hydrant water mains require backflow protection in the form of a Double Check Detector Assembly (DCDA) to be installed on private property as close to the connection to the public main as possible. E. Privately owned fire hydrants require fire hydrant use permits to be issued for non-maintenance activities to record the amount of water being used for said activity. City of Auburn Issued February 2024 Engineering Design Standards Page 88 7.05.02 Fire Sprinkler Systems Fire Sprinkler Systems shall meet the following requirements: A. Any contractor offering to design, install, test, and/or provide maintenance of fire sprinkler systems in the State of Washington must be licensed with the State Fire Marshal’s Office, Licensing Section. B. Fire sprinkler systems shall be required in commercial/industrial and multifamily buildings according to the adopted fire code regulations. Sprinkler systems may be required in single-family residences when determined by the City and the Fire Authority. C. Fire sprinkler supply lines for commercial buildings, unless designed by a Fire Protection Engineer, shall be a minimum of 8 inches in diameter. D. Fire sprinkler supply lines for non-single-family buildings shall be connected to a looped water main. E. Fire sprinkler supply lines shall be separated from the public water main by a valve located at the point of connection. The fire sprinkler supply line shall be installed with a cut-in tee and shall have a 3-valve cluster unless otherwise approved by the City Engineer. F. The design of fire sprinkler supply lines for single-family/duplex shall be in accordance with City of Auburn Standard Detail No. W-09. G. A Washington State Certified Level “U” contractor shall install underground fire sprinkler supply lines in accordance with WAC 212-80-010. Prior to installation, 3 sets of underground fire sprinkler supply line plans shall be submitted to the City for approval by the Fire Marshal. Both a State Certified Level “U” contractor and a Fire Protection Engineer shall stamp these plans. A letter from a state certified sprinkler system designer stating “FOR DESIGN PURPOSES ONLY” may be attached in lieu of a stamp from the Fire Protection Engineer. H. A post indicator valve (PIV) shall be installed on the fire sprinkler supply line between the public water main and the building. PIV’s shall be located in such a manner as to be easily visible to Fire Department personnel. A wall-mounted PIV may be installed when the exterior wall of the building is of non-combustible construction. A detail containing this information shall be included with the submitted plans. I. Fire Department Connections (FDC’s) shall be placed within 50 feet of a fire hydrant or as directed by the Fire Marshal. FDC’s must be identified and approved by the Fire Marshal. J. New water mains shall be constructed with valves on each side of fire line taps. K. Fire sprinkler systems shall have backflow prevention in accordance with Section 7.04. L. Fire sprinkler service lines shall not be connected to fire hydrant service lines. M. Flow-through fire sprinkler systems may be installed for single family residential only. Design shall be according to NFPA 13D. Backflow prevention is not required for flow-through systems. City of Auburn Issued February 2024 Engineering Design Standards Page 89 7.05.03 Fire Flows New developments, redevelopment of existing sites, or changes in land use are required to meet the minimum City fire flow requirements listed below while maintaining the required minimum pressures. The developer shall provide information to the City to define the project specific fire flow requirements. The minimum fire flow requirements within the Auburn Water Service areas are: A. Single-Family Residential: 1,500 GPM @ 2 Hours B. Industrial/Commercial/Multi-Family: 2,500 GPM @ 3 Hours Additional fire flow may be required per ACC 15.36A. Minimum fire flows outside Auburn Water Service areas shall be determined by the water service provider and the Fire Marshal. When a hydraulic analysis is required to demonstrate the system meets fire flow and minimum pressure requirements, the developer may request that the City perform hydraulic modeling to support the hydraulic analysis at the applicants cost and the City may or may not agree to provide the modeling depending on resource availability and other considerations. See Section 7.06 for hydraulic analysis requirements. The Developer shall be responsible for any on-site and/or off-site improvements such as water main extensions, additional connections, fire hydrants, etc. to meet these requirements. 7.05.04 Fire Authority and Hydrant Access Fire Authority and hydrant access shall meet the following requirements: A. Access shall be a minimum of 20 feet wide with a minimum vertical clearance of 13½ feet. B. Access roads shall be designed using a minimum inside radius of 28 feet and a minimum outside radius of 48 feet. C. Except as noted otherwise in these standards, access that exceeds 150 feet in length from the face of curb or edge of the existing asphalt of the public road and does not return to a public road shall provide a turnaround within 150 feet of the dead-end. If a hammerhead configuration is utilized for the turnaround, it shall be designed per Figure D103.1 and Table D103.4 in Appendix D of the International Fire Code, or acceptable equivalent. If a cul-de-sac is utilized for the turnaround, it shall be designed per the City of Auburn Design Standards. D. Single-family residential driveways shall have an 18 foot wide driveway apron and a minimum 20 foot wide paved surface to a location where all portions of a dwelling unit structure are no more than 150-ft, as measured by an unobstructed route around the exterior of the building. 7.06 Hydraulic Analysis 7.06.01 General Hydraulic analysis is required for all new or modified connection(s) to an existing main(s), except when determined by the City Engineer, or designee, to not be required. In determining if an exception from the hydraulic analysis requirement is appropriate, the City Engineer, or designee, will consider whether the existing main meets sizing requirements for new mains per City of Auburn Issued February 2024 Engineering Design Standards Page 90 Section 7.02.02 and the proposed use of the modified or new service connection(s). When a hydraulic analysis is required for a project, it shall include the following: A. The hydraulic analysis shall be signed and sealed by a professional engineer. B. Include a description of the project, location, and identify existing water facilities adjacent to the project boundaries. C. Include a site map showing the project boundaries. D. Include locations of proposed new or upsized water mains to be installed as part of the project, including pipe diameters and the locations of fire hydrants, if known. E. For developments that are not solely single-family/duplex residential, provide the proposed type and size of meter(s) and backflow device(s). F. Show the source node provided by the City with Hydraulic Grade Line (HGL) and existing pressure information. G. Show on-site demand calculations. H. Input tables shall be provided for each of the pipes showing the following minimum information: Pipe No. Pipe Nodes (Begin and End) Length (ft) Diameter (in) Friction Coefficient I. Input tables shall be provided for each of the nodes showing the following minimum information: Node. No. Connecting Pipes Elevation (ft) Demand (gpm) J. A separate analysis and calculations shall be conducted for Maximum Day Demand (MDD), Maximum Day plus Fire Flow (MDD + FF), and Peak Hour Demand (PHD) scenarios. Explain any assumptions made. City of Auburn Issued February 2024 Engineering Design Standards Page 91 K. Output calculation results for pipes shall include, at a minimum, the following information: Pipe No. Flow Rate (gpm) Velocity (fps) Head Loss (ft) L. Output calculation results for nodes shall include, at a minimum, the following information: Node No. HGL (ft) Pressure (psi) Elevation (ft) Demand (gpm) M. Provide a summary table for each scenario analyzed (MDD, PHD, and MDD + FF) and include minimum and maximum static and residual pressures. City of Auburn Issued February 2024 Engineering Design Standards Page 92 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 93 Chapter 8: Sanitary Sewer and Storm Drainage Facilities 8.00 Preface Compliance with these standards does not alleviate the design engineer from using sound professional engineering practices. The design criteria contained herein are the minimum acceptable under standard conditions. Special conditions may require more stringent requirements that will be addressed during the plan review process. The City’s Comprehensive Sanitary Sewer Plan and Comprehensive Storm Drainage Plan establish basins and design parameters used to estimate future line capacities. Anyone proposing to extend or modify the City’s sanitary sewer system and/or storm drainage system should contact the Public Works Department for information on proposed line sizes and locations. Sanitary Sewer: The design of sanitary sewer facilities shall be in conformance with the State of Washington Department of Ecology’s "Criteria for Sewage Works Design" manual (DOE Sewer Manual) unless modified herein. These standards are set forth as a minimum requirement for the planning and design of gravity sanitary sewer facilities. Sewage pump stations and special facilities are not included within this design manual due to the complexity of these facilities. When designing pump stations and special facilities, please contact the City of Auburn Engineering Services for specific requirements. In lieu of constructing a public sewer system, the developer of a single, non-residential lot may construct a private sewer system, in accordance with the standards for public sanitary sewer systems consisting of manholes and sewer mains. The property owner is responsible for maintenance and repair of the private system. This option is only available if the sewer extension would not serve any additional upstream properties. Private sewer systems are not allowed in the public rights of way except where permitted through franchise agreement or right- of-way use permit. Storm Drainage: These storm drainage requirements provide the design criteria necessary to preserve the City of Auburn’s water courses; to minimize surface and ground water quality degradation; to control the sedimentation in creeks, streams, rivers, ponds, lakes, and other water bodies; to protect adjacent and downstream property owners from increased runoff rates, which could cause erosion and flooding; to ensure the safety of City of Auburn’s roads and rights-of-way; to decrease drainage-related damage to both public and private property, and to control runoff from development, redevelopment and construction sites. The design of storm drainage facilities shall be in conformance with the City of Auburn Surface Water Management Manual (SWMM) to comply with the Western Washington Phase II Municipal Stormwater Permit issued by the State of Washington Department of Ecology. 8.01 Sanitary Sewer and Storm Mains 8.01.01 Sizing/Slope All new mains shall be sized as indicated in the City's current Comprehensive Plan. For lines not specified in the plan, the applicant must design the line with sufficient capacity to convey any future flows (based on current land use designations). City of Auburn Issued February 2024 Engineering Design Standards Page 94 Sanitary sewer mains shall be designed and constructed to provide a minimum cleaning velocity of 2 ft/s when flowing at 80% full. If at final build out the planned contributing area will not achieve this capacity, additional provisions may be required. Analysis of storm drainage pipe systems shall be per the requirements of the SWMM. The following are the minimum slopes for the corresponding Sanitary Sewer pipe sizes: Table 8-1 Sanitary Sewer Pipe Sizes and Slopes Pipe Diameter Minimum Slope 8 inches* 0.50% 10 inches 0.30% 12 inches 0.25% 18 inches 0.15% * Minimum sanitary sewer pipe size 8.01.02 Location Standard installation depth for sanitary sewer mains is between 6 feet and 15 feet below the finished surface elevation. Mains less than 6 feet deep and over 15 feet deep, require approval by the City Engineer, or designee, and additional provisions may be required . Mains shall be located in the public right-of-way or within a public utility easement per Chapter 6. Mains within a utility easement with appurtenances such as manholes shall have an access road to such appurtenances conforming to Chapter 6. Mains located in the public right-of-way shall meet the requirements of Chapter 9. When the potential exists to serve upstream properties, mains shall extend through the property being served, through the shared driveway or access tract serving the property(s), or across the entire length of the lot frontage at the depth necessary to serve the upstream properties, as determined by the City Engineer or designee. For separation requirements between utilities, see Chapter 6. City of Auburn Issued February 2024 Engineering Design Standards Page 95 8.01.03 Material The following is the City’s list of required sanitary sewer and storm drainage pipe materials and depth criteria. Table 8-2 Sanitary Sewer and Storm Drainage Pipe Material and Cover Pipe Type Construction Standard Minimum Pipe Cover** Maximum Pipe Depth Solid Wall Polyvinyl Chloride (PVC) Pipe, SDR-21***** 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) 18 inches 22 feet Solid Wall Polyvinyl Chloride (PVC) Pipe, SDR-35 (Requires 14 foot lengths.***** 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) 3 feet 18 feet Solid Wall Polyvinyl Chloride (PVC) Pipe, PS46 (Requires 14 foot lengths.***** 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) 3 feet 18 feet Solid Wall Polyvinyl Chloride (PVC) Pipe, C900 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) 12 inches 30 feet* Ductile Iron Pipe, Special Class 50 9-05.13 (Ductile Iron Sewer Pipe) 6 inches 30 feet* High Density Polyethylene Sanitary Sewer Pipe (HDPE)*** 9-05.23 (High Density Polyethylene Pipe (HDPE)) 2 feet 30 feet* Triple Wall Polypropylene Culvert and Storm Sewer Pipe**** 9-05.24(1) (Polypropylene Culvert Pipe and Storm Sewer Pipe) N/A N/A * Sanitary sewers and storm drainage pipes deeper than 30 feet will require pre-approval from the City Engineer or designee. ** Minimum cover is depth of cover excluding cover depth provided by flexible pavements. No portion of any pipe shall be allowed within 6 inches of the bottom of the flexible or concrete pavement. *** The design engineer is responsible for specifying a thickness ratio adequate to withstand all loads anticipated for this application. **** For use in Storm Drainage applications only. ***** These are the City preferred material types that must be utilized unless depth, loading, or other conditions necessitate the use of other material types indicated in the table. Consideration of alternate material type requires deviation. City of Auburn Issued February 2024 Engineering Design Standards Page 96 8.02 Sanitary Sewer and Storm Drainage Structures 8.02.01 Type and Size Manholes, Catch Basins, and Inlets shall be constructed per the following: Table 8-3 Sanitary Sewer and Storm Drainage Structure Types Shallow manholes (32”-50” deep) shall conform to City of Auburn Standard Detail S-06 and may only be used upon approval of the City Engineer or designee. Additional design provisions may be required by the City Engineer or designee for manholes over 20 feet deep. Manhole diameters shall meet the following requirements based on the manhole depth and the size, number, and configuration of pipes entering as shown on Table 8-3. Manholes shall provide a minimum of 0.10 foot of drop between the inlet pipe and the outlet pipe. Pipes of differing diameters shall be aligned so that the crowns of the pipes match. Where the slope of a pipe entering or exiting a manhole is greater than 5%, the slope shall be continued through the manhole and the invert elevations indicated on the plans. Manholes are to be channeled from the entering pipe to the outlet pipe, with the sidewalls of the channel extended above the top of the largest connected pipe. See City of Auburn Standard Detail S-08. When making a new connection to an existing manhole, the manhole shall be rechanneled to match the new pipe configuration. Type Construction Standard Notes Manhole (48-inch to 60-inch) WSDOT Standard Plan B-15.20 or B-15.60 with an eccentric cone Manhole (72-inch to 96-inch) WSDOT Standard Plan B-15.40 with a flat top instead of riser Catch Basin Type I WSDOT Standard Plan B-5.20 15-inch diameter max. pipe size, 5- foot max. depth to invert. Catch Basin Type II WSDOT Standard Plan B-10.20 Concrete Inlet WSDOT Standard Plan B-25.60 15-inch diameter max. pipe size, 5- foot max. depth to invert., only utilized for single pipe and where a full depth catch basin is not feasible. Cement Concrete Curb and Gutter Pan WSDOT Standard Plan F-10.16 Utilized along curb and gutter sections. Rectangular Vaned Grate WSDOT Standard Plan B-30.30 Utilized for all catch basins along curb and gutter sections unless in a sag condition. Rectangular Frame (Reversible) WSDOT Standard Plan B-30.10 Utilized for all catch basins. Combination Inlet WSDOT Standard Plan B-25.20 Utilized in sag conditions along curb and gutter. City of Auburn Issued February 2024 Engineering Design Standards Page 97 Table 8-4 Sanitary Sewer and Storm Drainage Structure Sizing Manhole Diameter Number & Diameter of pipes/ Connections Allowed Depth of Manhole 48” Diameter 1 Pipe, 21” 2 Pipes, 12” – 18” 3 Pipes, 8” – 10” 4’ Minimum 12’ Maximum 54” Diameter 1 Pipe, 36” 2 Pipes, 21” – 30” 3 Pipes, 12” – 18” 4 Pipes, 8” – 10” 6’ Minimum 15’ Maximum 60” Diameter 1 Pipe, 42” 2 Pipes, 24” – 36” 3 Pipes, 15” – 21” 4 Pipes, 10” – 12” 5 Pipes, 8” 8’ Minimum 20’ Maximum 72” Diameter 1 Pipe, 48” – 54” 2 Pipes, 36” – 42” 3 Pipes, 18” – 24” 4 Pipes, 12” – 15” 5 Pipes, 8” – 10” 8’ Minimum 25’ Maximum Pipes entering manholes must have a minimum of 8 inches between their penetrations on the inside of the manhole (See City of Auburn Standard Detail S-08). The angle between inlet pipes and the outlet pipe shall not be less than 90-degrees. Drop manholes are discouraged and require approval from City Engineer or designee. When approved, drop manholes shall be inside drops conforming to City of Auburn Standard Detail S-05. 8.02.02 Structure Locations The design of new sanitary sewer and storm drainage conveyance systems shall be done in a manner that minimizes the total number of structures (manholes and catch basins), using the following criteria: A. Structures shall be installed at a maximum spacing of 400 feet apart along the main. B. A structure shall be installed at all junctions of two or more mains. C. A structure is required whenever connecting to a main with an 8-inch or larger diameter pipe. D. A structure shall be installed at all changes in vertical slope, horizontal direction, and/or pipe size. E. In cases where a sewer main steeper than 5% must turn 90-degrees through a manhole, a transition manhole is required at least 20 feet upstream to reduce the pipe slope to a maximum of 2% and/or to change the angle to 45-degrees. F. All public sanitary sewer lines shall end with a manhole. All end of the line sanitary sewer manholes with no side sewers connected directly to them shall conform to City of Auburn Standard Detail S-07. City of Auburn Issued February 2024 Engineering Design Standards Page 98 G. Sanitary sewer manholes are not to be located within the limits of surface water ponding or flow lines associated with stormwater runoff. H. Structure covers shall be located outside the wheel paths of roadways and outside driveway aprons. I. Structures shall not be located within sidewalks, landscape strips trails, or curb and gutters, except as approved by the City Engineer, or Designee. In cases where structures are located in walking paths, the structure cover shall be non- skid, smooth top. J. Cleanouts are not an acceptable alternative for structures (manholes or catch basins) except they may be used with City Engineer or designee approval at the end of a sanitary sewer main, when the future extension of the sanitary sewer main is planned, and the current end point is not a practical location for a manhole. When approved by the City Engineer or designee, public cleanouts shall conform to City of Auburn Standard Detail S-03. K. Structures shall not be located on portions of streets or access roads with a slope greater than 8%. L. Structures shall be subject to the separation requirements from buildings and structures specified in Chapter 6. M. Structures set in gravel areas shall be set at the center of a 6-foot concrete apron flush with the finished grade of the apron. N. Structures set in landscaped or unimproved areas shall be set 6 inches to 12 inches higher than the surrounding terrain and provided with a 6-foot diameter concrete apron around the manhole lid. O. Frames and covers shall conform to City of Auburn Standard Detail S-04. P. Structures shall be adjusted to grade per City of Auburn Standard Detail T- 05. Rubberized adjustment rings may be required in certain circumstances as determined by the City Engineer. 8.03 Sanitary Side Sewers See City of Auburn Standard Details S-01, S-02 & S-03. Side sewers are defined as that portion of the sewer system that extends from 2 feet outside of the outer foundation wall of the structure to the public sanitary sewer main. The City maintains the portion of the side sewer located within the right-of-way. The property owner owns and maintains the portion of the side sewer located outside of the public right-of-way. Side sewers located within easements are the property owners’ responsibility to maintain. Side sewers shall meet the following requirements and shall be laid out per Figure 8-01: A. A separate and independent side sewer from the public main shall be provided for each and every parcel. B. A separate and independent side sewer from the public main shall be provided for each non-single family building on a parcel. C. Side sewers within the public right-of-way and side sewers serving non-single family development shall be a minimum of 6-inches in diameter. The private portion of side sewers serving single family residences may be 4-inches in diameter within the parcel that it serves. City of Auburn Issued February 2024 Engineering Design Standards Page 99 D. 6-inch diameter side sewers shall be connected to the public sanitary sewer main by the use of a tee (City of Auburn Standard Detail S-01) or connected directly to a manhole located along the public main. All side sewer manhole connections shall incorporate a channeled or rechanneled manhole. E. Side sewers with a diameter of 8-inches or greater shall be connected to the sanitary sewer system by use of a sanitary sewer manhole which shall be channeled or rechanneled. F. When constructing sanitary sewer mains in new developments, side sewer installation shall extend from the connection on the main line to the edge of any utility easements or the public right-of-way, whichever is further. G. When installing new sanitary sewer mains or replacing existing mains in developed areas, side sewers shall be installed for all existing occupied structures and any buildable lots. Side sewers shall extend to the property lines and their location shall be clearly marked in conformance with City of Auburn Standard Detail S-01. H. The maximum length of side sewer from the sanitary sewer main to the building shall not exceed 150 feet. The City Engineer or designee may allow this length to be exceeded in instances where the side sewer can maintain a 2% slope, a public sewer extension built to shorten the side sewer would not serve any other potential customers. Where the maximum length is exceeded and the minimum slope maintained, the City Engineer or designee may require additional cleanouts or other measures to mitigate the additional length. I. Side sewers shall be designed and constructed with a minimum 2% slope from the building to the tee or manhole connection. Where site constraints require that the slope be less than 2%, the City Engineer or designee may require larger diameter pipe and/or additional cleanouts. J. When an immediate connection to a building is not being made, side sewers shall be designed to provide a minimum depth at the property line of 5 feet below the floor to be served or 6 feet below the street, whichever is deeper. In cases of vacant properties with no anticipated building elevation, the side sewer shall be constructed at a 2% slope from the tee. K. Side Sewers shall not have horizontal or vertical bends located within the right- of-way. L. Side sewers shall have a minimum cover of 5 feet at the edge of right-of-way. M. Side sewers shall be a minimum of 5 feet from potable water service lines. N. Side sewer cleanouts shall be installed within 3 feet of the building foundation providing an access point into said line for future maintenance. O. Side sewer cleanouts shall be installed at the edge of the property owner’s side of the public right-of-way line or utility easement where the ownership of the side sewer changes from private to public. P. Sanitary sewer cleanouts shall be installed in side sewers every 100 feet and for each change in direction totaling 90 degrees. See Figure 8-01. Q. If the private portion of the side sewer crosses another private property other than the property being served, a minimum of a 10 foot wide private sewer easement (5 feet on either side of the pipe centerline) must be obtained granting the property owner being served permission to cross said property. City of Auburn Issued February 2024 Engineering Design Standards Page 100 R. All side sewers must use push on gasketed joints. Glued joints are not allowed outside the building footprint. Figure 8-01 Side Sewer Layout 8.04 Oil/Water Separators Prior to discharging into the sanitary sewer system, oil separation facilities shall be used in pre- treating drainage flows from fuel islands, trash enclosures, wash pads, and floor drains where (in the opinion of the City Engineer or designee) heavy concentrations of oil may occur. Pads with drains for trash enclosures and wash pads intended for washing the exterior surfaces of vehicles shall drain to a catch basin with a downturned 90-degree elbow prior to discharge to the sanitary sewer. Oil/water separators for other applications shall meet the following design criteria: A. A forebay to collect floatable and the larger settleable solids. City of Auburn Issued February 2024 Engineering Design Standards Page 101 B. A surface accessible inspection T inside the first chamber at the inflow pipe and a sample T at the last chamber at the outflow pipe. C. Access to the separator shall be maintained free for inspection at all times. D. A maximum of 200 SF of uncovered area open to rainfall may discharge to the separator. Refer to BMP S441 in the SWMM for applications where this may apply. E. If a pump mechanism is required to convey the discharge from the site to the sanitary sewer system, the pump must be designed for discharge to a controlled gravity outlet flow into the City system. F. The separator shall have a valve on the discharge pipe that can be closed during cleaning and in the event of a spill. G. All piping entering and leaving the separator must be 6 inches minimum diameter. H. Access points in the top of the separator vault must be provided to allow a minimum twelve-inch diameter access for observation and maintenance to all chambers of the separator. I. Access doors shall be galvanized spring-assisted diamond plate with a penta-head bolt-locking latch and recessed lift handle. J. Access doors must open a full 180 degrees. 8.05 Pressurized Sewer Systems Private low pressure sewer systems are allowed only where the existing public system has already been extended to, or is within 200 feet of, the subject property and the elevation differences between the public sewer main and the subject property do not allow for a gravity connection. Extension of a private gravity sewer main onto the property(s) may be required if such extension could make gravity sewer service possible. Sewage from pressurized systems must be discharged into a minimum 6-inch diameter private gravity side sewer prior to connecting to the public portion of the side sewer. Low pressure sewer systems are not allowed in public right-of-way or public easements. Low pressure sewer systems shall be owned and maintained by those connecting to it. Systems serving multiple properties shall be within easements or tracts dedicated or owned by all properties connecting to the system. All other proposed pressurized systems require deviation(s). In addition to the standard deviation considerations required by these standards, deviations requesting pressurized systems must show that extension of the public systems as intended per the Sewer Comprehensive Plan to serve the property(s) and that serving the property(s) with septic system(s) are not feasible. Septic systems may only be considered infeasible if there is no form or scale of a septic system(s) that the County would accept for at least one form of development of the property(s) that would be allowed under the current zoning and land use regulations. Determination that septic system(s) are not feasible require written documentation from the County. 8.06 Sanitary Sewer Meters The use of sewer meters shall only be allowed if it is determined by the City Engineer that a sewer meter is the appropriate device for the accurate measurement of wastewater being sent into the public sewer system. City of Auburn Issued February 2024 Engineering Design Standards Page 102 8.07 Storm Drainage System Requirements All requests for developing a storm drainage system must comply with the City of Auburn Surface Water Management Manual (SWMM). The City has adopted the 2019 Department of Ecology Stormwater Management Manual for Western Washington and the City of Auburn Supplemental Manual as the SWMM. The Supplemental Manual provides guidance for applying specific sections of the Ecology document within the City of Auburn. All references to the City’s SWMM include both documents. The City’s Supplemental Manual can be found utilizing the following hyperlink: Supplemental Manual Storm drainage system design is guided by the 10 Minimum Requirements for Stormwater Management, listed below. The applicability of the Minimum Requirements is based on project size and the total new and/or replaced hard surfaces created by the project. It is recommended that the Minimum Requirements, especially LID, are considered at the beginning of project design to ensure that the required elements can be included in the project. The SWMM also addresses modeling standards and design criteria for conveyance, storage, treatment facilities, and other drainage system structures. The SWMM is divided into five volumes that address different aspects of storm drainage system design. These volumes and the key components for design and application submittal are: Volume I – What Requirements Apply to My Site? The 10 Minimum Requirements (MR) for Stormwater Management are: MR #1: Preparation of Stormwater Site Plans MR #2: Construction Stormwater Pollution Prevention Plan MR #3: Source Control of Pollution MR #4: Preservation of Natural Drainage Systems and Outfalls MR #5: On-Site Stormwater Management MR #6: Runoff Treatment MR #7: Flow Control MR #8: Wetlands Protection MR #9: Operations and Maintenance MR #10: Off-Site Analysis and Mitigation (Supplemental Manual) Volume II – Construction Stormwater Pollution Prevention Volume III – Choosing, Modeling, and Documenting Your BMPs Volume IV – Source Control BMP Library Volume V – Runoff Treatment, Flow Control, and LID BMP Library City of Auburn Issued February 2024 Engineering Design Standards Page 103 Chapter 9: Facilities in the Right of Way 9.00 Preface The design of public and private facilities located within City right-of-way shall be in conformance with these standards. For the purposes of these standards, “facilities” shall include City owned and non-City owned potable water, irrigation water, sanitary sewer, storm drain, gas, communications, electrical, illumination, and any other utility facility and their appurtenances. This Chapter also covers non-utility facilities such as building foundation elements, awnings, and private signs. When a non-City sponsored project requires the relocation of private utilities due to public utility extensions or other City required improvements, the cost of relocation of the private utility shall be borne by the developer. 9.01 Franchise/Public Way Agreement Requirement Private facilities within the City right-of-way require prior approval from the City. Except as allowed otherwise by Auburn City Code, owners of private facilities in the right-of-way shall have a current franchise, public way agreement, or Right-of-Way Use Permit consistent with Title 20 and/or Title 13 and/or Title 12, if applicable, of the Auburn City Code. 9.02 Construction Permit Requirement Any non-City entity intending to construct, repair, or replace any facility in City right-of-way shall apply for a construction permit. Applications for constructions permits can be made directly through MyBuildingPermit.com. A City permit must be obtained prior to any work within the City right-of-way. 9.03 Design Criteria The City has established the following minimum requirements to ensure the efficient construction of facilities with the least impact to City transportation and public utility infrastructure: A. Public water, sewer, storm, and telecommunications facilities shall be constructed per the Engineering Design and Construction Standards. B. Private underground facilities shall be installed with no less than 36 inches of finished cover. C. Private underground facilities shall be located a minimum horizontal distance of 5 feet from buildings and public facilities. D. When crossing public underground facilities, private underground facilities shall be located a minimum vertical distance of 12 inches from the public utility. Additional separation may be required between potable and non-potable pipes per Chapter 6 of these Engineering Design Standards. E. Manholes, valve boxes, power vaults, etc., that are located in the paved area of a street shall be located outside of the wheel paths of vehicles and flush with the pavement surface. F. The design of underground facilities shall seek to minimize the number of required structures and redundant pipes/conduits. City of Auburn Issued February 2024 Engineering Design Standards Page 104 G. Structures located within parking lots, sidewalks, and paths/trails shall also be flush with the surface. In areas where traffic will pass over the structure, load- bearing lids shall be incorporated in the design. H. Repair of existing cement concrete roadway panels shall be per City of Auburn Standard Detail T-27. I. The City Engineer may allow required restoration overlays per City of Auburn Standard Details T-02 and T-02A of individual trenches to be deferred where a program or project exists that would complete the restoration/overlay of multiple trenches as a single project or effort. In all cases, permanent repair of the trench is required per City of Auburn Standard Detail T-01 with the trench construction and backfill and cannot be deferred or delayed. 9.04 Pavement Trenching and Restoration Trenching, backfill, and restoration shall, within paved areas, be per City of Auburn Standard Details T-01 and T-02. Manhole covers, valve covers, vault lids, and other utility appurtenances within pavement restoration areas, including areas of grind and overlay, shall be first lowered beneath the final wear course, paved over, and then raised to final grade per City of Auburn Standard Detail T-05 and per the Construction Standards. This requirement may be waived by the City Engineer or designee when the total area of the final wear course paving area is less than 100 SF. The City Engineer may allow required restoration overlays per City of Auburn Standard Details T-02 and T-02A of individual trenches to be deferred where a program or project exists that would complete the restoration/overlay of multiple trenches as a single project or effort. In all cases, permanent repair of the trench is required per City of Auburn Standard Detail T-01 with the trench construction and backfill and cannot be deferred or delayed. 9.04.01 Perpendicular Trenching in Asphalt Pavement Trenching through and within intersections is considered perpendicular trenching. A. Perpendicular trench backfill shall be in accordance with City of Auburn Standard Detail T-01. B. Pavement restoration shall match existing pavement type and thickness with a minimum thickness of 4-inches. C. After trenching, the adjacent pavement on each side of the trench shall be sawcut and removed (full depth) to a minimum of 12 inches from the edges of trench to reveal a clean pavement edge to patch against. This is referred to as the “T-cut”. D. In the process of perpendicular trenching, if the remaining section of pavement between the edge of T-cut and the edge of the pavement/gutter is less than 4 feet wide, the restoration/overlay will extend to the edge of the pavement/gutter. E. In the process of perpendicular trenching, remaining sections of pavement between the edge of T-cut and lane line/lane edges less than 4 feet wide, shall be included in the restoration/overlay area. F. When more than 1 perpendicular trench is constructed along a roadway, pavement areas between the limits of the restoration/overlay limits that are less than 10 feet wide are to be added to the required restoration/overlay area. City of Auburn Issued February 2024 Engineering Design Standards Page 105 G. Perpendicular trenching to roadways may not be allowed on newer roads or streets that have been constructed or overlaid within the last five years. H. Perpendicular trenching may not be allowed or may be limited to off-peak hours and/or weekends on principal arterials or where the construction activity will seriously impede large volume traffic patterns. Utility connections that have to be made within the roadway will be allowed after approval from the City. I. Jacking/boring alternatives may be required as substitute methods for perpendicular trenching. J. The minimum pavement patch width and overlay restoration for perpendicular/transverse trenches shall be per City of Auburn Standard Detail T-02. K. When multiple trenches are required in close proximity, the asphalt patch shall encompass all the trenches. L. The longitudinal edge of the perpendicular asphalt patch shall not lie within the wheel paths of vehicles. M. Requirements for curb ramp installation, replacement, and/or upgrade associated with the utility trench work shall be in accordance with Chapter 10. 9.04.02 Longitudinal Trenching in Asphalt Pavement Trenching outside of intersection limits (curb returns) and running parallel, or within 30 degrees of parallel, to the edge of pavement/flowline is considered longitudinal trenching. A. Longitudinal trench backfill shall be in accordance with City of Auburn Standard Detail T-01. B. Pavement restoration shall match existing pavement type and thickness with a minimum thickness of 4-inches. C. After trenching, the adjacent pavement on each side of the trench shall be sawcut and removed (full depth) to a minimum of 12 inches from the edges of trench to reveal a clean pavement edge to patch against. This is referred to as the “T-cut”. D. In the process of longitudinal trenching, if the remaining section of pavement between the edge of T-cut and the edge of the pavement/gutter is less than 4 feet wide, the restoration/overlay will extend from the trench to the edge of the pavement/gutter. E. In the process of longitudinal trenching, remaining sections of pavement between the edge of T-cut and adjacent lane line/lane limits less than 4 feet wide, shall be included in the restoration/overlay area. F. When more than 1 longitudinal trench is constructed along a roadway, pavement areas between the limits of the restoration/overlay limits that are less than 5 feet wide are to be added to the required restoration/overlay area. G. The longitudinal edges of the asphalt patch shall not lie within the wheel paths of vehicles. H. The minimum pavement patch width and overlay restoration for longitudinal trenches shall be per City of Auburn Standard Detail T-02. I. For streets that have been constructed or overlaid within the last 5 five years the City Engineer may require additional restoration area. City of Auburn Issued February 2024 Engineering Design Standards Page 106 J. For streets that have been constructed or overlaid within the last 5 five years, or for principal arterials where open trenching will impede large volume traffic patterns, the City Engineer may require that trenchless techniques be used as an alternative. The City Engineer may require that trenchless techniques be limited to off peak hours and/or weekends. K. Requirements for curb ramp installation, replacement, and/or upgrade associated with the utility trench work shall be in accordance with Chapter 10. L. The City Engineer may allow trench restoration/overlay of individual trenches to be included in a program or project to complete the restoration/overlay of multiple trenches as a single project or effort. 9.04.03 Trenching in Cement Concrete Pavement A. Repair of existing cement concrete roadway panels shall be per City of Auburn Standard Detail T-27. B. The edges of trenches in concrete pavement shall be sawcut prior to excavation to avoid damaging the slab. Concrete slabs 6 inches and over shall be drilled for the installation of dowels. Dowels shall be 1 and 1¼ inches in diameter, 18 inches long, and spaced 12 inches center to center. C. The minimum pavement patch width for concrete trenches shall be 4 feet. D. In the process of trenching concrete, if the section of pavement between the trench and the edge of the existing concrete panel is less than 4 feet, the section shall be removed and replaced. E. Longitudinal trenches in concrete may be repaved with an asphalt pavement thickness of equivalent strength upon City approval. 9.05 Non-Pavement Trenching Trenching in areas other than paved surfaces, including sidewalks, gravel shoulders, and landscape strips, shall conform, where applicable, to the previous sections and replace the disturbed material in kind or as directed by the City. Utility trench bedding and backfill shall conform to City of Auburn Standard Detail T-01 and to the Construction Standards. 9.06 Aboveground Facilities Unless otherwise provided in a public way agreement, franchise, or lease, all facilities must be located underground. Exceptions to this standard are as follows: A. Fire Hydrants, Blow-offs, Air/Pressure Relief B. Pipe and cable crossings of rivers and freeways C. High voltage electrical facilities (transmission lines and substations) D. Illumination and signal facilities E. Telephone pedestals F. Aerial cables hung on existing utility poles (with approval of City Engineer) G. Small Wireless Facilities H. Other facilities, that in the opinion of the City Engineer, cannot be reasonably constructed underground. City of Auburn Issued February 2024 Engineering Design Standards Page 107 Where underground requirements do not apply, the following parameters shall be addressed in locating or relocating aboveground utilities: A. Clear Zone Requirements: Non-breakaway utility poles and other fixed aboveground utility structures shall meet the clear zone requirements of these design standards, See Chapter 10. Respective utility owners shall be responsible for securing easements from adjacent property where clear zone requirements cannot be met within the public right of way. B. ADA Requirements: Utility poles and other aboveground utility structures shall not be located within the sidewalk. This requirement may be waived by the City Engineer if the pole location in the sidewalk allows a minimum of 48 inches of unobstructed pedestrian travel way and the pole/structure meets clear zone/lateral separation requirements described in Chapter 10. C. Utility poles and other aboveground utility structures shall be compatible with driveways, intersections, and all other road features. They shall not interfere with sight distance, road signing, traffic signals, culverts, etc. The City Engineer may require poles to be relocated to meet this requirement. D. No utility pole or other aboveground utility structures shall be located in such a way as to pose a hazard to the general public. Utility companies shall locate and replace poles and other structures with primary consideration given to public safety and roadway functionality. E. New overhead power and communications wires and appurtenances shall comply with the vertical clearance requirements established by WAC-468-34- 290. Except as may be determined otherwise by the City Engineer to address safety issues, for the purposes of this overhead clearance requirement, replacement of existing facilities and overlashing of existing cables/wires that do not reduce the existing minimum vertical clearances are not considered to be new. Whether considered to be new or not, plans for overhead power and communications wires and appurtenances must show the existing and proposed vertical clearance of the facilities being installed or modified at each midspan location between poles. F. If allowed by the City Engineer, wireless and radio facilities that are not considered Small Wireless Facilities per ACC 20.14 are subject to the concealment standards cited in Chapter 9. G. A net increase in the number of poles is not allowed except that the City Engineer may determine that additional poles with service lines only serving properties not included in the project (no distribution lines) may be allowed. In making this determination, the City Engineer will consider the potential impact to structures of undergrounding service line connections. 9.07 Building and Structure Related Facilities Permanent buildings, building shoring systems that would leave any elements in the right-of- way after construction, footings and foundations, and privately owned walls, gates, and fences are not allowed in the public right-of-way. Facilities such as Awnings, overhangs, and elevated decks/patios/railing (only in the Downtown Urban Center Zone), and bus shelters may be permitted by the City Engineer with special conditions and considered on a case-by-case basis and subject to ACC 12.60. City of Auburn Issued February 2024 Engineering Design Standards Page 108 9.08 Small Wireless Facilities This section describes design standards for Small Wireless Facilities as set forth in ACC 20.14. The purpose of these standards is to provide concealment and safety standards for Small Wireless Facilities in the public right-of-way. 9.08.01 General Requirements A. Small wireless facilities will comply with applicable Federal Communications Commission (FCC), Federal Aviation Administration (FAA), state, and City regulations and standards. B. A Small Wireless Facility will not be used for mounting signs, billboards or message displays except as approved by the City for the purpose of providing concealment. C. No lights, other than street lights, are permitted on any pole or antenna unless required by the Federal Communications Commission, the Federal Aviation Administration, or the City. D. No Small Wireless Facility may be attached to a tree or any other vegetation. E. Installation of a new pole in the public right of way to serve a Small Wireless Facility will not be allowed whenever an existing pole or other structure in the public right of way can meet technical and network location requirements and the owner of said pole or structure grants permission for the Small Wireless Facility Attachment. If the existing pole or structure does not meet the City’s design standards or other requirements, with agreement from its owner, it may be replaced with a pole or structure that meets the design requirements and these standards. In these cases, all attachments must be transferred from the existing pole to the new pole and the existing pole must be completely removed and surface restored. F. Small Wireless Facilities and all associated facilities, including support poles or structures, will be free from all manufacturer decals and/or logos. G. Generators are not permitted for Small Wireless Facilities. A battery backup may be permitted through the submittal of a concealment plan and emergency spill response plan. H. Installation of Small Wireless Facilities is not allowed where it would create a sight distance issue for vehicular or non-motorized traffic, identified in the City of Auburn Engineering Design and Construction Standards. I. Applications for Small Wireless Facilities will include plans that conform to the plan requirements described in the City of Auburn Design and Construction Standards. Concealment plans will include photos of the proposed site location(s) with overlaid renderings of the proposed Small Wireless Facilities to demonstrate the facility’s adherence to concealment standards. J. Small Wireless Facilities may not share power service connections with City facilities unless specified otherwise in the applicable use agreement for City- owned property. K. Record Construction Drawings are required in accordance with the City of Auburn Engineering Design and Construction standards. City of Auburn Issued February 2024 Engineering Design Standards Page 109 9.08.02 Attachments to City Facilities A. Attachment, modification, relocation, or replacement of City facilities requires an executed agreement with the City in addition to any applicable franchise or public right-of-way agreements. B. Attachment to an existing City pole requires calculations sealed by a Professional Engineer that shows the existing pole can support the Small Wireless Facility. Where the existing facility being attached to is a City owned street light, signal pole, sign support structure, or Dynamic Message Sign (DMS) support structure, calculations must show compliance with the strength and loading parameters stated in the City’s Construction Standards. The loading calculations will include consideration of potential future loading with planned or potential future City facility attachments. C. Small Wireless Facilities are not permitted on City street light poles where they would interfere with street lighting, City banners, flower baskets, holiday lighting, holiday decorations, or other City uses of the pole. D. Replaced City light poles will be of the same color and similar style as adjacent existing City light poles, unless otherwise approved by the City Engineer. Where a City light pole has been replaced or relocated the davit arm length will be replaced as needed to place the luminaire in-line with the other luminaires along the roadway and in accordance with City design standards. E. Installation of Small Wireless Facilities on City facilities within secured sites is not allowed. Secure City facilities are those facilities that are enclosed by a fence with locked gate access and typically include water reservoirs, water treatment plants, pump stations, and water wells. F. Installation of Small Wireless Facilities on traffic signal mast arms is not allowed. 9.08.03 General Pole Requirements A. Installation of Small Wireless Facilities on poles intended to break-away from vehicular impact is not allowed. B. New, replaced, or relocated poles are not allowed within the clear zone (as identified in the City of Auburn Engineering Design and Construction Standards). For the purposes of determining clear zone requirements, poles with Small Wireless Facilities attached are considered utility poles. C. Small Wireless Facilities will be mounted such that no portion of the facility, including antenna, are higher than 50 feet, or 10% higher than the height of buildings or structures immediately adjacent to the right-of-way, or the Small Wireless Facility attachment does not extend the height of the pole to more than 50 feet or by more than 10 percent, whichever is greater. D. A pole that is relocated or replaced for the purpose of attaching a Small Wireless Facility is considered an existing structure. 9.08.04 Wiring and Conduit A. All wiring must be inspected and accepted by Washington Department of Labor and Industries and associated documentation provided to the City prior to being placed into service. City of Auburn Issued February 2024 Engineering Design Standards Page 110 B. Except on wooden poles and other support structures where internal routing is not feasible, all cables, wires, and fiber must be routed internally in the pole or support structure and must not be visible externally. C. Wiring, cables, and fiber associated with the Small Wireless Facility will be in their own conduit, interducts, and channels so they are not co-mingled with conduits and cables serving other uses. Electrical wiring will be separated from communications wiring with interduct or separate channels. D. All interducts, channels, cables, and wiring will be clearly labeled at the pole ends, handholes, junction boxes, and other termination points. Record construction drawings will show and label all cables/wiring, interduct, and channels. 9.08.05 Concealment Small Wireless Facilities will be screened, concealed, or camouflaged employing the best available technology, such as compatible materials, shrouding, location, color, and other tactics to minimize visibility of the facility. Pole mounted equipment, antenna, conduits, cables, mounting hardware, and other visible components will match the color of the pole they are attached to unless specifically approved by the City. The City Engineer or the City Engineer’s designee will consider the cumulative visual effects on the visual character of the surrounding area of Small Wireless Facilities mounted on existing structures and/or located on a given permitted site in evaluating concealment requirements. Where conduit or cables are mounted external to the support structure, the outside cable conduit or cable will be the color of the support structure, and the City may require that the cable be placed in conduit. Full concealment of all conduits, cables, wires, and fiber is required within mounting brackets, shrouds, canisters, or sleeves if attaching to exterior antennas or equipment. 9.08.06 Pole Mounted Antennas and Equipment Antennas will be located, mounted and designed so that visual and aesthetic impacts upon surrounding land uses and structures are minimized, and so that they blend into the existing environment. Panel antennas shall not be mounted more than 12 inches from the surface of the utility pole, with the distance measured from inside edge of the antenna to the surface of the pole, unless an additional distance is required by the pole owner. An applicant may install a side-mounted canister antenna, so long as the inside edge of the antenna is no more than 12 inches from the surface of the pole. Pole mounted equipment other than the antenna(s), electric meter, and disconnect switch must be concealed within equipment enclosures. Equipment enclosures will be installed flush to the pole and not extend more than 24 inches from the face of the pole. All attachments to a pole that are projecting, or any equipment or appurtenance mounted on the ground, will comply with the Engineering Design and Construction Standards, the Americans with Disabilities Act (ADA) standards and will not obstruct an existing or planned sidewalk or walkway. All proposed projecting attachments to the pole will provide a minimum vertical clearance of 12 feet over sidewalks, 16 feet over driveways, and 20 feet over roadways. City of Auburn Issued February 2024 Engineering Design Standards Page 111 9.08.07 Non-Pole Mounted Equipment A. Non-pole mounted equipment facilities will be placed underground if doing so is technically feasible and would not defeat the purpose of the facility. B. Above ground equipment facilities that are not pole mounted will be screened from any street and adjacent property with fencing, landscaping, shrouding, topography, or a combination of these methods, C. Above ground equipment facilities that are not pole mounted will be treated with graffiti resistant paint or material. 9.08.08 Strand Mounted Small Wireless Facilities A. Each strand mounted Small Wireless Facility will not exceed three CFin volume. B. The strand mounted Small Wireless Facility will be placed as close as possible to the nearest utility pole, but no more than five feet from the pole unless a greater distance is technically necessary or required by the pole owner for safety clearance. C. No strand mounted Small Wireless Facility will be located in or above the portion of the roadway open to vehicular or non-motorized traffic. D. Strand mounted small wireless facilities must be installed to cause the least visual impact and with the minimum excess exterior cabling or wires (other than the original strand) necessary to meet the technological needs of the facility. City of Auburn Issued February 2024 Engineering Design Standards Page 112 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Design Standards Page 113 Chapter 10: Transportation 10.00 Preface The intent of this Chapter is to encourage the uniform development of an integrated and accessible transportation system that will support all modes. Through the implementation of these standards, streets are built as transportation facilities as well as public space, contributing positively to the character of the City. These standards help create an efficient multimodal transportation system while minimizing environmental impacts to the community. The design of Streets within the City of Auburn shall conform to the standards provided herein. The current editions of the American Association of State Highway and Transportation Officials (AASHTO), FHWA and Washington State Department of Transportation, MUTCD, and the State of Washington Department of Transportation (WSDOT) standards shall be utilized by the City Engineer when the design standards, standard specifications, or standard drawings are not covered by the scope of the City’s standards. The design criteria used to estimate future street usage are established in the City’s Comprehensive Transportation Plan (CTP). All streets shall be designed and constructed to comply with Federal Americans with Disabilities Act (ADA) laws. Additional guidelines and information can be found at WSDOT’s ADA web page by clicking on the following hyperlink: https://wsdot.wa.gov/about/americans-disabilities-act-ada 10.01 Development Activity Requirements 10.01.01 Traffic Impact Analysis Per the Comprehensive Transportation Plan (CTP), development shall not be allowed when the impacts of the development on the transportation system degrade the level of service (LOS) below the adopted LOS standard, unless the impacts are mitigated by the improvements provided by the development. For more details regarding level of service standards and when mitigation is triggered, see the CTP. A traffic impact analysis (TIA) is used to identify capacity and safety concerns, to assist in the evaluation of site design as it relates to traffic engineering issues, and to identify appropriate solutions and mitigation. Projected trip generation shall be calculated based on the current edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. 10.01.01.A When Traffic Impact Analyses are Required To adequately assess a development’s traffic impact, the City Engineer, or designee, may require a TIA. The requirement for a TIA will be based on the size of the development proposed, existing street and intersection conditions, traffic volumes, crash history, safety considerations, community concerns, and other pertinent factors relating to traffic impacts attributable to the development. A traffic impact analysis is required for development activities that create one or more of the following conditions: A. The development could potentially affect an intersection or corridor where an existing level of service is at or below standard. City of Auburn Issued February 2024 Engineering Design Standards Page 114 B. The development generates more than 30 PM or AM peak hour trips on a corridor or intersection. C. The development may potentially affect the implementation of the street system as outlined in the Comprehensive Transportation Plan and Six Year Transportation Improvement Program (TIP), or of any other documented transportation project. D. The development proposes a rezone of the subject property. E. The original Traffic Impact Analysis for a future development is outdated due to changes in traffic volumes in the vicinity of the proposed project or approved pipeline projects or a change in the proposed land use’s trip generation and/or distribution. F. The development could potentially affect safety or requires an analysis to assist in designing appropriate access. G. Special event land uses which do not exhibit typical trip generation characteristics may require unique analysis, including but not limited to weekend and off-peak scenarios, and AM versus PM time frames. Examples of such uses would be school, concert stadiums, racetracks or uses which exhibit substantial traffic peaking associated with special events that are scheduled on a periodic basis. The traffic analysis for such uses may include a traffic management plan to control traffic impacts associated with the special events. 10.01.01.B Elements of a Traffic Impact Analysis Development activities have a wide range of considerations and potential issues that vary depending on the proposed development and its setting. The TIA will be cooperatively scoped by the developer and City Engineer, or designee. However, the City Engineer, or designee, will make the final decision regarding what analyses must be included in the TIA. The TIA may include all or some of the following analyses: A. Vehicle level of service analyses (Intersection delay and Intersection queueing). B. Analysis of proposed street connections to other new and existing streets and resulting volumes to demonstrate the requirements of Section 10.03.01 are met. C. Critical gap analyses. D. Roundabout analyses. E. Traffic signal warrant analyses. F. Stop control warrant analyses. G. Turn lane warrant analyses. H. Traffic calming evaluation. I. Access management evaluation. J. Mitigation identification and analyses confirm proposed mitigation addresses impacts. See Mitigation Identification section. K. Neighborhood Circulation Plan. See Neighborhood Circulation Plan section. L. Truck trip generation and routing analysis. City of Auburn Issued February 2024 Engineering Design Standards Page 115 M. Evaluation of existing transit services and facilities and identification of modified or new transit services and facilities needed to serve the project. N. Other analyses and information as required by the City Engineer, or designee. 10.01.01.C Mitigation Identification and Recommendation To address the potential adverse impacts of a development activity and to fulfill an identified need for public services within the impacted area related to the development, the TIA shall identify any impacts and needs required to be addressed by the development. The TIA shall identify measures to address the impacts and needs and demonstrate through modeling and/or other analyses that the proposed measures provide adequate mitigation and fulfillment of the needs. The developer is responsible for mitigating on-site and off-site deficiencies for present and proposed phases of the development. The TIA shall propose improvements necessary for safe and efficient traffic flow and bicycle, pedestrian, and transit movement and access proportional to the identified impacts. Build-out year, and project phasing impacts shall be considered. Long range forecast modeling is required for proposed zoning changes or non- conforming uses. All or some of the following items are to be included in the mitigation identification: A. Measures for mitigating on-site impacts and proposed mitigation. B. Measures for mitigating off-site impacts and proposed mitigation. C. Discussion of whether on-site and off-site improvements are justified, reasonably related to, and proportional to the impacts of the proposed development. In situations where mitigation of a development’s impacts provides mitigation beyond what is caused by the development and beyond the required half street improvements, the City Engineer may consider under certain conditions and in accordance with applicable City Code, a traffic impact fee credit and/or a payback agreement. D. Any requirements or mitigation measures associated with the Neighborhood Circulation Plan. The Traffic Impact Analysis shall clearly state the mitigation measures recommended by the analysis and shall summarize how the recommended mitigations are proportional to the identified impacts. The recommended mitigation measures shall be explained in sufficient detail in the analysis to allow them to be understood and evaluated. The recommendation shall also include the following: A. Clear statements of the applicant’s recommended mitigation measures. B. Conceptual plans depicting recommended mitigation improvements and their relationship to existing and proposed conditions if drawings are needed. 10.01.02 Neighborhood Circulation Plan Per ACC 17.16, a Neighborhood Circulation Plan is a conceptual plan that outlines the vehicular and nonmotorized circulation within and between a proposed subdivision and the surrounding area consistent with the CTP. Per ACC 17.10, a Neighborhood Circulation Plan is required with all subdivision applications that meets the requirements of ACC 17.16 and RCW 58.17.110(2) for safe walking paths for students. This requirement applies to both residential and non- residential subdivisions. To satisfy this requirement, plans and supporting documentation (such as a TIA where applicable), must satisfy and demonstrate the following: A. The planned street system must be compatible with the CTP. Development which is proposed in areas of the city which have a planned street system which City of Auburn Issued February 2024 Engineering Design Standards Page 116 is a part of the comprehensive plan or the city’s six-year plan, and any other street plan, shall make provisions for such streets and must not cause implementation of such street plans to become unattainable. B. Make provisions for, and not otherwise obstruct, planned routes or facilities for bicycles, equestrian, or other nonmotorized transportation mode which is a part of the CTP or Transportation Improvement Plan (TIP). C. Provide a nonmotorized circulation system that is integrated into the overall subdivision and the surrounding area as follows: • Includes an integrated nonmotorized circulation system that connects buildings, open spaces, and parking areas with the adjacent street sidewalk system. • Provides connections to existing or potential future trails/pedestrian routes on adjacent properties unless there are physical constraints such as sensitive areas that preclude the construction of a pedestrian connection. D. For residential subdivisions, in coordination with the applicable school district(s), identify walking routes for students within the subdivision for which bus services are not provided or planned to be provided by the school district(s). At locations where the identified route is not on a sidewalk meeting minimum City standards or where the route crosses a roadway, the project shall include enhancements to meet the requirements of RCW 58.17.110(2). Enhancements shall be identified, designed, and documented by a professional engineer and are subject to acceptance by the City Engineer. In deciding whether the proposed enhancements are acceptable the City Engineer will consider factors such as operations, maintenance, and replacement. Roadway crossings at uncontrolled intersection legs or not at intersections shall require enhancement per Section 10.09.05. 10.01.03 Half Street Improvements 10.01.03.A Half-Street Triggers The requirements described in this section are in addition to any requirements determined during the SEPA process and/or the traffic study process described in Section 10.01.01, to mitigate localized impacts of the proposed development activity. This section describes the requirements for public improvements triggered by permitted actions as set forth in ACC 12.64A. 10.01.03.B Half-Street Extents A public street or alley frontage that requires public improvements is referred to as a “Half- Street”. The Half-Street extents are determined using the frontage street’s cross section applicable to the street’s roadway classification as defined in the CTP. The Half-Street may apply to an existing roadway or to a planned roadway which has not yet been built and extends along the entire length of the subject property frontage(s) with vehicular and/or non-motorized access. When Half-Streets connect to an intersection, the nearest corner of the intersection on the side being improved shall be designed and constructed for the full build-out of the street and shall extend, at a minimum, the intersection curb returns. Half-Street elements may extend beyond the property frontage(s) as described herein to transition to existing improvements or to provide additional improvements as described in Section 10.01.04. Half-Street requirements associated with alley frontage is described in Section 10.01.03.E. City of Auburn Issued February 2024 Engineering Design Standards Page 117 10.01.03.C Half-Street Width Along existing roadways, the Half-Street width is the area from the planned right-of-way limits to the planned roadway centerline based on the roadway classification and the typical cross sections in Section 10.03.06. Along planned or unimproved roadways, the Half-Street width is either 1) the area from the planned right-of-way limits to the planned roadway centerline or 2) the area from the planned right-of-way limits to the limit required to provide 24 feet of pavement, whichever is greater. 10.01.03.D Required Half-Street New Improvements Half-Streets shall include construction of the following elements: paved roadway, sidewalks, curb/gutter, street landscaping, street lighting system, storm drainage, and conduit for City telecommunications. Half-street improvements to planned or unimproved roadways shall include improvements to the un-finished side of the roadway (opposite of the subject property frontage), as follows: temporary curbing, shoulders, clear zones, guardrail, slope treatments, and drainage accommodations to assure proper drainage, bank stability, and traffic safety. If a Half-Street does not connect at both ends to other streets, construction of a permanent or temporary cul-de-sac will be required. Where Half-Streets are connected to existing streets, lane markings transition tapers are required in accordance with AASHTO where edges of pavement do not match. Pavement transition tapers shall be constructed to a minimum of 5:1 or as constrained by the existing right-of-way. All public utility improvements required for the project and service connections in the right-of- way shall be installed during the Half-Street construction. The Half-Street will be designed to provide drainage for the constructed portion of the street and to connect to the existing storm drain systems (where present), or be designed to allow for connection of the system to future planned storm drain systems. 10.01.03.E Required Half-Street Existing Improvements Half-Street improvements shall include removing and replacing existing driveway aprons that do not meet current ADA requirements. Half-Street improvements shall include addressing sidewalk obstructions in the Half-Steet area, including, but not limited to, replacing existing sidewalk areas that are an ADA obstruction. Additionally, the City Engineer may make a determination that existing improvements within the Half-Street that do not conform to current City standards require improvement, upgrade, modification, or re-construction. In making this determination, the City Engineer will consider the proportionality of the required work to the potential impacts of the project, pedestrian and vehicular safety, ADA requirements, consistency and conformity with adjacent existing and planned improvements, and other factors as deemed relevant by the City Engineer. As part of this determination, the City Engineer may require existing driveway access(es) that do not meet current standards to be removed, relocated, and modified. 10.01.03.F Half-Street ROW Dedication Right-of-way dedication is required for areas of the subject property within the Half-Street area along all frontages that are not already dedicated as right-of-way. Additional right-of-way dedication may be required as determined by the City Engineer per Section 10.01.04. City of Auburn Issued February 2024 Engineering Design Standards Page 118 10.01.03.G Alley Half-Streets Half-Street improvements in alleys shall include paving the alley to a width of 20 feet along the frontage of the property and, if the property frontage extends to the connection(s) of the alley to the roadway, the improvements shall also include construction of commercial driveway apron(s) at the alley entrance(s). Where a driveway apron already exists, the project shall be required to remove and replace it if the apron does not meet ADA requirements. Additional Half- Street improvements in alleys for projects constructing anything other than one single family residential unit shall include paving the alley to a width of 20 feet along the frontage limits and to the alley’s roadway connection. For right-of-way dedication purposes, the Half-Street width along alley frontage is the area between the planned or existing centerline of the alley and the alley limits along the frontage (typically 10 feet offset towards the frontage along the planned or existing alley centerline), as determined by the City Engineer. The required paving width is reduced, as needed, to provide the maximum paved width available within the limits of the existing right-of-way and right-of-way dedicated by the project. 10.01.04 Additional Public Improvements Additional public improvements besides the Half-Street improvements may be required as determined by the City Engineer to be necessary to mitigate the impacts of the development activity that may include the following improvements, not necessarily located on the property frontage: A. Additional street lighting. B. Additional storm drainage systems. C. Traffic control and other safety systems including, but not limited to, roadway channelization, signage, non-motorized safety, and traffic calming. D. Dedication of public right-of-way on public street frontages without vehicular or non-motorized access. E. Off-site improvements identified in the TIA and/or through the SEPA process. 10.01.05 Deferred Public Improvements Public improvements triggered per ACC 12.64A and/or undergrounding of overhead wiring triggered per ACC 13.32A for which the City Engineer has approved deferral or payment of a fee-in-lieu shall be documented on the Plans with a notation indicating the City street delay application number (SDR-####) and the applicable agreement(s) shall be signed by the applicant and returned to the City prior to Plan approval. Agreements associated with grading permit(s) shall be executed by the City and recorded prior to issuance of notice to proceed with construction activities. Agreements associated with FAC plans/agreements shall be executed and recorded by the City with final acceptance of the FAC. 10.02 Right of Way Required right-of-way widths are shown on the typical cross sections in this Chapter. The required right-of-way will depend upon the width of the street and other improvements. Additional right-of-way may be required for bike/pedestrian trails, retaining walls, or storm facilities, for example. Right-of-way requirements may be variable within a street corridor due to intersections, turn lanes, bus loading zones, and other street features. Right-of-way radii required at intersections is shown on Table 10-6. Right-of-way shall be conveyed to the City on a recorded plat, by a right-of-way dedication, or City of Auburn Issued February 2024 Engineering Design Standards Page 119 a separate instrument. Right-of-way shall be free of title encumbrances that, in the opinion of the City Engineer, would conflict or inhibit existing or future use of the right-of-way and/or present an unacceptable risk or burden on the City. Right-of-way dedications shall require title insurance as deemed appropriate by the City Engineer. 10.03 Roadway Network New streets and/or new street systems, other than local residential streets serving residential neighborhoods, shall be configured in conformance with the CTP guidelines and policies. Where the comprehensive plan lacks clear guidance to address a particular situation, the City may require traffic studies and other supporting analysis to help define the configuration and nature of the planned street system. Streets and street networks will be configured to deter speeding and cut-through traffic. Cut- through traffic is traffic that utilizes local street(s) to connect from one arterial or collector street to another arterial or collector street. Traffic calming measures may also be required to deter speeding and cut-through traffic. 10.03.01 Connections and Vehicle Volumes Analysis of proposed street connections to other new and existing streets and resulting volumes shall be submitted to demonstrate the requirements of this section are met. Connection of new streets to existing streets or connections within new proposed street networks shall not be allowed if the connections result in traffic volumes in excess of the upper limit of the average daily traffic volume range for the roadway’s classification as listed in Table 10-1 below. The layout of local street networks shall be such that the number of local street connections to arterials and collectors is the minimum number of connections required to limit the design ADT on existing and planned local streets in the network to be within the ADT range listed in Table 10-1 below. This requirement generally limits local street networks with only a single connection to an arterial or collector street to 100 or less units. Traffic volume limits shall not restrict the improvement of an existing parcel to include one single family residential unit. Table 10-1 Traffic Volumes by Roadway Classification Roadway Classification* Average Daily Traffic (ADT) Principal Arterial Over 15,000 Minor Arterial 10,000 – 15,000 Residential Collector 2,500 – 10,000 Non-Residential Collector 2,500 – 5,000 Rustic Collector 1,000 – 5,000 Local Residential Up to 1,200 Local Non- Residential Up to 1,200 Rustic Residential Up to 1,000 * Roadway classifications are listed from highest to lowest classification. City of Auburn Issued February 2024 Engineering Design Standards Page 120 10.03.02 Intersection Layout and Spacing The horizontal approach angle of street intersections shall be between 85 and 95 at the centerlines of intersecting streets. Intersections shall be aligned so that opposing single left turn lanes and through lanes are not offset more than 4 feet as measured from the lane centerline approach tangent. Intersection spacing for classified roadways shall be determined by the City Engineer on a case- by-case basis using the CTP, AASHTO, and contextual considerations. Local roadway intersections shall meet the minimum centerline spacing requirements as shown in Figure 10- 1 below. Local roadways shall not exceed 1,300 feet in length between intersections. Figure 10-1 Minimum Local Street Intersection Spacing from Centerline to Centerline 10.03.03 Intersection Control (Local Residential Streets) New local street intersections shall be designed with sufficient intersection sight distance such that all intersection legs do not require stop control. Design speeds for approaches without intersection control may be lowered per Table 10-3 when the intersection includes a center traffic island and design speed justification documentation is provided. Projects creating new intersections or modifying existing intersections of local residential streets are required to provide analysis and documentation justifying the proposed intersection control approach. 10.03.04 Intersection Control (Traffic Signals and Roundabouts) Per the City’s Comprehensive Transportation Plan, roundabouts are generally preferred over traffic signals. Where a traffic signal is warranted, an evaluation to determine the feasibility of installing a roundabout instead of a traffic signal will be performed. The feasibility criteria will include right-of-way constraints and property impacts, critical areas, geometrics, context, and other factors as determined to be relevant. Roundabouts shall be designed per WSDOT Design Manual Chapter 1320 and the Transportation Research Board’s (TRB) Roundabouts: An informational Guide, 2nd Edition – Second Edition (NCHRP 672). Traffic signals shall be designed per Section 10.21.12. 10.03.05 Dead End Streets and Cul-De-Sacs New streets shall be planned, designed and constructed to connect to existing or future streets except when the City Engineer has determined that a new dead-end street is allowed. Where a dead-end street is allowed, the City Engineer will determine whether the dead-end street is considered permanent or temporary. In making these determinations, the City Engineer will City of Auburn Issued February 2024 Engineering Design Standards Page 121 consider whether or not a future through street to connect adjacent properties and/or other streets is reasonably anticipated, feasible, needed, and desirable. Existing dead-end streets shall be linked to new or existing streets as determined by the City Engineer to be required. The following requirements apply to dead-end streets: A. Dead-end streets that exceed 150 feet in length shall end in a cul-de-sac per the requirements of Table 10-2. B. Dead-end streets shall not be more than 800 feet in length as measured from the center of the nearest intersection to the center of the cul-de-sac. C. Dead-end streets shall not serve more than 30 dwelling units unless secondary emergency vehicle access is provided. See Section 10.08.10 for emergency vehicle access driveway requirements. D. Dead-end streets determined by the City Engineer to be temporary shall include a sign posted at the end of the road indicating the road is planned to be extended in the future and to contact the City of Auburn Public Works Department for further information. E. When applicable, non-motorized paths shall be provided at the end of dead-end streets to connect to adjacent streets, trails, schools, parks, neighborhoods, or other features. Table 10-2 Cul-De-Sac Design Requirement Requirement Temporary Cul-De- Sac Permanent Cul-De- Sac Maximum cross slope and vertical grade as measured from center of cul-de-sac to all points along the curb 5% 5% Minimum paved surface diameter 65 feet 75 feet ROW Diameter (Easement allowed for temporary cul-de-sac) 65 feet 90 feet Sidewalk width (street lights, fire hydrants, and other pathway obstructions must be placed in easement behind the sidewalk) Not Required 7 feet 10.03.06 Street Classifications The following section contains descriptions of the street classifications used in the City and typical cross-sections for each street classification. Under certain circumstances, typically to mitigate operational or a safety conditions, the City Engineer may require variations from the typical cross-sections. Examples of these variations include, but are not limited to acceleration and deceleration lanes, right and left turn pockets/lanes, and modified lane widths. Where required, left turn pockets shall be a minimum of 11 feet wide with right turn pockets a minimum of 14 feet wide. Roadway travel width is measured from the face of curb to the face of curb. Sidewalk width excludes the width of the curb where present. Non-motorized facilities such as sidewalks and bikeways shall be incorporated into the roadway cross sections per the CTP and as determined by the City Engineer to be needed to comply with the City’s Complete Streets Policy (See ACC Chapter 12.06). City of Auburn Issued February 2024 Engineering Design Standards Page 122 10.03.06.A Principal Arterial Principal Arterials are designed to move traffic between locations within the region and to access the freeways. Design emphasis is placed on providing movement of inter-city rather than intra-city traffic. Direct access to multi-family, commercial and industrial land uses is permitted, but managed to improve safety and reduce congestion. Direct access to single family residential land uses is not allowed unless there is no other access point available. Parking is generally not allowed on principal arterials except in certain areas of the Downtown Urban Center (See Figure 10-14) and other areas where parking is not prohibited due to specific circumstances. Auburn Way South is a principal arterial that, from the State Route 18 interchange to the southeastern City limits, is also State Route 164 and subject to both City and Washington State Department of Transportation (WSDOT) requirements. Figure 10-2 Principal Arterial Typical Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 123 10.03.06.B Minor Arterial Minor Arterials interconnect and augment principal arterials and provide service to trips of moderate length at a somewhat lower level of travel mobility than principal arterials. Relative to principal arterials, the minor arterial street system consists of facilities that place more emphasis on land access than the higher system and offers a lower level of traffic mobility. Minor Arterials may serve secondary traffic generators such as community business centers, athletic fields, neighborhood shopping centers, major parks, multifamily residential areas, medical centers, large church complexes, hospitals, and traffic from neighborhood to neighborhood within the City. Parking is generally not allowed on principal arterials except in certain areas of the Downtown Urban Center (See Figure 10-14) and other areas where parking is not prohibited due to specific circumstances. Figure 10-3 Minor Arterial Typical Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 124 10.03.06.C Residential Collector Residential collectors are used to connect local residential streets to arterial streets. Traffic using residential collectors is typically generated by single and multi-family residential neighborhoods, light commercial areas, neighborhood parks, and institutional use (schools, churches, community centers). Residential collectors are not intended to serve truck traffic or traffic between arterials. As residential collectors are intended to provide vital links in the City’s non-motorized transportation network, they include bike lanes and sidewalks. The current standard configuration for residential collectors does not allow for parking on either side of the roadway. Direct access to residential collector streets from single family residential uses is discouraged but is allowed where no other access is available. Residential collector streets typically require a center left turn lane at an approach to an intersection with another collector or an arterial street. A center turn lane and/or median may be required on residential collectors in other circumstances as determined to be applicable by the City Engineer. Figure 10-4 Residential Collector Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 125 10.03.06.D Non-Residential Collector Non-residential collectors are used to connect local non-residential streets to arterial streets. Traffic using residential collectors is typically generated by industrial and heavy commercial land uses and therefore, are intended to serve truck traffic. Non-residential collectors are not intended to carry vehicular traffic between arterials. The current standard configuration for non- residential collectors does not allow for parking on either side of the roadway. However, there are many examples of existing non-residential collector streets built to previous standards that allow parking on one or both sides of the street. Non-residential collector streets have wide lanes to help facilitate turning movements for trucks. Figure 10-5 Non-Residential Collector Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 126 10.03.06.E Local Residential Local residential streets provide access to abutting residential land use and are designed to convey residential traffic to higher classification streets. A local street network usually carries no through traffic and includes a series of short interconnected streets and cul-de-sacs. Local residential streets are not intended to serve truck traffic or through traffic. Local residential streets provide non-motorized connections from residential dwelling units via sidewalks and the roadway. The current standard configuration for local streets allows for parking on one side of the roadway. Local streets are not striped with lane markings except as directed by the City Engineer. Figure 10-6 Local Residential Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 127 Figure 10-6A Local Residential Cross Section – Alternate w/ Bioretention Swale City of Auburn Issued February 2024 Engineering Design Standards Page 128 10.03.06.F Local Non-Residential Local non-residential streets provide access to abutting heavy commercial and industrial land uses and are designed to conduct traffic between those uses and higher order streets. A local non-residential street usually carries no through traffic and includes a small network of short interconnected streets and cul-de-sacs. The wide lanes of local non-residential streets are intended to serve the turning movements of truck traffic. Parking is typically not allowed on local non-residential streets and the street is marked with a centerline. Figure 10-7 Local Non-Residential Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 129 10.03.06.G Rustic Streets Rustic streets serve the City’s residential conservancy zoning designation. For additional information regarding the context of these roads, see the CTP. Rustic collectors are a type of residential collector street. Rustic residential streets are a type of local residential streets. Figure 10-8 Rustic Collector Cross Section Figure 10-9 Rustic Residential Cross Section City of Auburn Issued February 2024 Engineering Design Standards Page 130 10.03.07 Alleys Alleys provide vehicular access to abutting properties and are not intended for general traffic circulation. Dead-end alleys are generally unacceptable; however, where dead-end alleys are determined suitable by the City Engineer, for short term or temporary applications, they shall be provided with adequate turnaround facilities at the dead-end. All new alleys shall be private. New alleys and existing alleys being improved shall meet the following requirements: A. Minimum width of 20 feet of asphalt pavement. B. Curb and gutter, sidewalk, lighting, and landscaping are not required along alleys. C. Alleys may be paved with either a crown at centerline with asphalt wedge curbs on both sides to control drainage or be sloped to one side with an asphalt wedge curb on one side to control drainage. When necessary, storm drainage conveyance systems shall be installed along the alley to address storm drainage runoff from the paved surface. D. Alleys shall connect to City streets via a commercial driveway apron. Alleys serving alley loaded lots shall include provisions for unimpeded vehicular circulation along the alley, and provisions for adequate sight distances along both the alley at driveways and at intersections with public streets. 10.03.08 Private Streets The City Engineer will determine on a case-by-case basis whether or not a private street will be allowed. Private streets are generally discouraged and will only be considered for approval by the City Engineer under the following circumstances: A. The street does not provide a current or future planned connection between public roadways. B. The street does not provide current or future access to properties other than those whom would own the private street. C. The street would not result in land locking present or planned parcels. D. The street would only serve a single planned single family residential short subdivision, apartment, townhome, condominium, industrial, or commercial development project. Private streets are not allowed for residential subdivisions not meeting the definition of “Short Subdivision” per ACC 17.04.330. E. The street would connect directly to a public street. Roadway geometrics of private streets will be in conformance with the street standards that most closely reflect their intended use, with a minimum of 36 feet of pavement width or 28 feet of pavement width with a marked fire lane on one side. Private streets shall be located within permanently established tracts or easements. A capable, legally responsible owner or homeowners’ association shall be established to maintain private streets. A plat or short plat with private streets requires an executed recorded Private Street Maintenance Agreement and a Storm Water Easement and Maintenance Agreement that obligate the future property owners to maintain the infrastructure indefinitely. City of Auburn Issued February 2024 Engineering Design Standards Page 131 10.03.09 Downtown Urban Center Standards Streets in the downtown urban center (DUC) zone, as defined in the Comprehensive Plan zoning map, require sidewalks, street lights, street corners, crosswalks, and traffic signals that differ from other streets. In 2007, the City Council passed Resolution 4271 that approved and adopted for inclusion into the Engineering Design Standards the Auburn Sidewalk Design Guidelines (Guidelines). Since then, the Guidelines have been revised in consultation with the Downtown Redevelopment Committee (formerly a committee of City Council members) and at various Council Study Sessions. The Guidelines are included in the sections referenced below and are no longer a separate document: A. Sidewalks, Street Trees, Driveway Transitions, and Street Corners (See Section 10.09.01 and Section 10.12) B. Crosswalks (See Section 10.09.06) C. Street Lighting (See Section 10.16.03) D. Traffic Signals (See Section 10.21.12) Where the DUC zone boundaries are shown along or within a street, the Guidelines apply to both sides of the street and extend to the curb returns of the exempt street. Figure 10-10 illustrates the DUC zone and the applicability of the Guidelines within it. All local streets, except N. Division Street and B Street NW, are exempt from the Guidelines. South Division Street from 3rd Street SE/SW through W Main St, also referred to as the “Promenade” and incorporates specialized sidewalks and pedestrian crosswalks that vary from the Guidelines. Additionally, in the DUC zone, street cross sections generally have one travel lane in each direction and parking on both sides of the street, regardless of the street classification. Figure 10-10 Downtown Sidewalk Design Guidelines Applicability Map City of Auburn Issued February 2024 Engineering Design Standards Page 132 10.04 Road Design Geometrics 10.04.01 Sight Distance Minimum sight distance requirements are to be determined using the current edition of AASHTO’s “A Policy on Geometric Design of Highway Streets”. Roadway geometry shall be designed such that sight lines are unobstructed and within right-of-way, tract, or sight distance easement. Where AASHTO provides guidance for both a “desirable” sight distance and a “minimum” sight distance, the “desirable” sight distance shall be the City’s required sight distance. Sight distance calculations supporting the roadway design geometrics shall be included in the plans. 10.04.02 Posted and Design Speeds Posted speeds for new arterial and collector roadways shall be determined by the City Engineer and Comprehensive Transportation Plan policies. Posted speeds for new non-arterial or collector roadways and the design speeds for all existing roadways shall be per Table 10-3. Table 10-3 Existing Road Design Speeds Arterial and Collector Streets Local and Rustic Residential Local Non- Residential Shared Driveway Access Roads and Alleys Posted Speed (mph) Varies 25 30 Not Posted Design Speed (mph) Posted + 10 mph or 85th percentile per a speed study conducted within 1- year, whichever is greater. 30 35 15 Reduced Design Speed (mph)* N/A 20 25 N/A * Reduced design speed may be used within 150 feet of the following: 1) Permanent dead end 2) Permanent cul-de-sac 3) End of road @ T-Intersection 4) On stop controlled approach to local/local Intersection 5) On approaches to local/local intersection with a traffic circle (design speed justification documentation required) 10.04.03 Curves Design calculations supporting the design of roadway curves shall be included in the plans. Horizontal curves shall be designed to provide the minimum radii required for vehicles to safely negotiate a turn without leaving their driving lane and shall in no case violate minimum sight distance requirements. Sections of straight roadway must be designed between curves to avoid quick left-right transitions that could potentially lead to loss of vehicular control. Where reverse curves are superelevated, tangents between curves shall be of sufficient length to accommodate City of Auburn Issued February 2024 Engineering Design Standards Page 133 transitions into and out of the superelevated sections per AASHTO. Vertical curves are required where a change in vertical alignment equals or exceeds a 1% algebraic grade difference. Crest vertical curves shall be designed to provide the required minimum stopping sight distance for the streets design speed. Sag vertical curve lengths shall be designed to provide headlight sight distance equal to or greater than the design speed stopping sight distance. All vertical curves must be symmetrical, parabolic, and meet AASHTO standards. 10.04.04 Vertical Grades Table 10-4 Vertical Grades by Roadway Type Arterial Collector & Local Non-Residential Local Residential & Rustic Residential Shared Driveway Access Roads & Alleys Maximum Vertical Grade 6% 8% 8% (may be increased to 10% without deviation where all other geometric design requirements are met) 10% (may be increased to 12% without deviation in access roads without existing or planned public utilities) Minimum Vertical Grade 0.5% 0.5% 0.5% 0.5% Deviations to the maximum allowed vertical street grades of arterial and collector roadways shall generally not be granted unless it can be demonstrated that, and the City Engineer determines that, the public benefits significantly outweigh any potential detriments. Deviations will only be considered for up to an 8% maximum grade for arterials and a 10% maximum grade for collector streets. If approved, deviations for roadway grades above 8% may trigger the additional following design considerations, as determined to be necessary by the City Engineer: A. Increased travel lane widths B. Enhanced Paving Section C. Incorporation of Separated Multi-use trail D. Incorporation of Median Islands E. Enhanced Intersection/Signal Improvements 10.04.05 Cross Slopes Cross slopes shall be as shown in the typical cross sections except roads with vertical grades of greater than 6% where cross slopes may be increased up to 3% and cross slopes of roadways constructed with pervious/permeable pavement may be reduced to 1%. Superelevation design shall be per AASHTO. Intersections shall be designed to drain away from the higher classification street. Grades shall match at the center of intersections for equal classification streets. At intersections of differing classification streets, the crown shall be carried through the intersection for the higher classification. City of Auburn Issued February 2024 Engineering Design Standards Page 134 10.04.06 Intersection Landings The intersection landing approach is a defined segment of the street before the intersection and is measured back from the point of tangency of the curb radius on each approach to the intersection. Minimum requirements for intersection landings are shown in Table 10-5. Minimum requirements for driveway landings, which include landings for shared driveway access roads and alleys, are included in Section 10.08.05. Table 10-5 Intersection Landing Requirements Arterial Non-Arterial Roadways Shared Driveway Access Roads & Alleys Minimum Landing Approach Length (ft) 30 20 12 Maximum Landing Approach Grade 3% 5% 5% 10.04.07 Curb and Right-of-Way Radius Table 10-6 lists minimum required curb and right-of-way radii. Intersections serving transit routes require analysis to determine if increased radii is needed. The analysis will demonstrate that busses may execute a right turn at 9 mph without crossing lanes or encroaching onto the adjacent curb. The design vehicle will be the largest bus expected currently or planned to be utilized at the intersection. The City Engineer may determine that additional right-of-way is required at or near intersections to accommodate auxiliary traffic lanes and equipment for existing or future traffic signals and street lights. At intersections with two different street classifications, the highest classification for curb radii shall be used except at intersections with local residential streets where the lowest order street shall be used. Table 10-6 Minimum Curb and ROW Radii Roadway Minimum Intersection ROW Radii (ft) Minimum Intersection Curb Radii (ft) Principal Arterial 29.5 40 Minor Arterial 24.5 35 Residential Collector 14.5 25 Non-Residential Collector 19.5 30 Rustic Collector 17 30 Local Residential 9 20 Local Non-Residential 19.5 30 Rustic Residential 7 20 10.05 Pavement Design Pavement design of public streets is based on the street classification per the CTP, subgrade conditions, and whether or not the street is on a transit or freight route. Pavement design of private streets will be in conformance with the street standards that most closely reflect their intended use. Roadway paving shall be asphalt except where cement concrete is approved by City of Auburn Issued February 2024 Engineering Design Standards Page 135 the City Engineer. 10.05.01 Simplified Asphalt Pavement Design The simplified pavement design approach described in this section may be utilized as a simplified approach to determine the required pavement section except for the following streets for which pavement sections must be designed per the current AASHTO design procedure: A. Principal arterials B. Designated transit and freight routes per the CTP C. Streets where subgrade California Bearing Ratio (CBR) values are less than 3 This simplified approach has been developed so that extensive data and computer analysis is not necessary for developing pavement designs for most projects. The approach requires determination of the street’s subgrade conditions and street classification which are then utilized to determine the required pavement design section. The California Bearing Ratio (CBR) shall be used to classify existing subgrade soils as poor, medium, good, or excellent. The subgrade under the proposed street shall be evaluated by an independent testing laboratory or geotechnical firm to determine the CBR of the subgrade. The proposed roadway shall have a minimum of one test for every 1,000 feet of road and/or for every obvious change in subgrade material. With approval from the City Engineer, or designee, other information such as soils testing data from adjacent projects and field observations may be utilized instead of testing where, in the opinion of the City Engineer or designee, the information provides sufficient data to classify the soil type. City of Auburn Issued February 2024 Engineering Design Standards Page 136 Table 10-7 Simplified Asphalt Pavement Section Design Chart Soil Type Street Type Poor (CBR 3-5) Medium (CBR 6-10) Good (CBR 11-20) Excellent (CBR >20) Unpaved Utility Access Roads 2” CSTC 12” Base Course Geotextile Fabric 2” CSTC 8” Base Course 2” CSTC 8” Base Course 2” CSTC 8” Base Course Alleys, Access Roads, Locals 6” HMA CL 1/2” 11.5” CSBC Geotextile Fabric 6” HMA CL 1/2” 7.5” CSBC 6” HMA CL 1/2” 4” CSBC 5” HMA CL 1/2” 4” CSBC Collectors 7” HMA CL 1/2” 14” CSBC Geotextile Fabric 7” HMA CL 1/2” 9” CSBC 7” HMA CL 1/2” 6” CSBC 7” HMA CL 1/2” 4” CSBC Minor Arterials 9” HMA CL 1/2” 18.5” CSBC Geotextile Fabric 9” HMA CL 1/2” 11” CSBC 7” HMA CL 1/2” 9.5” CSBC 7” HMA CL 1/2” 6” CSBC 10.05.02 AASHTO Asphalt Pavement Design Engineered pavement designs may be utilized regardless of whether or not the simplified approach is applicable. Engineered pavement designs shall follow the latest “AASHTO Guide for Design of Pavement Structures” for flexible pavements except that the minimum asphalt pavement thicknesses shall apply: Table 10-8 AASHTO Pavement Design Minimum Require Asphalt Pavement Thickness Street Type Minimum Asphalt Pavement Thickness Local, Alley, Access Road/Tract 5” Collectors and Arterials 7” City of Auburn Issued February 2024 Engineering Design Standards Page 137 The subgrade under the proposed street shall be evaluated by an independent testing laboratory or geotechnical firm to determine the CBR and/or Resilient Modulus (Mr) of the subgrade for the pavement design. The proposed roadway shall have a minimum of one test for every 1,000 feet of road and/or for every obvious change in subgrade material. Documentation for these required tests shall be included in the Pavement Design Report. For projects where a traffic analysis report was not required, to determine the amount of traffic for which a street is to be designed, contact the City to obtain the most recent street classification and traffic counts. Traffic counts are done assuming there is a 50/50 split in the direction of traffic. 100% of the 50/50 split must be assumed in the design lane, regardless of the number of lanes in each direction. The existing traffic levels shall then be inflated to match the projected traffic at the end of the roadways design life (in most cases a twenty-year design life will be used). The annual rate of growth is 1.5% for residential streets and 3.5% for commercial/industrial streets and arterials streets. The minimum pavement section shall be as determined by the pavement design using the AASHTO pavement design approach with a 20-year service life except as limited by Table 10-8. The Reliability Level factors used in pavement design shall be in accordance with the following table: Table 10-9 Pavement Design – Reliability Factors Functional Classification Required Level of Reliability Urban Rural Principal Arterials 95 90 Minor Arterials 90 Collectors 90 Local 85 10.05.03 Pavement Design Report All pavement designs (whether per the AASHTO method or per the simplified approach) shall be documented in a Pavement Design Memorandum stamped and signed by a Professional Engineer and may be included in the project Geotechnical Report where applicable. The report shall include a narrative of the site conditions, geotechnical boring logs, testing results, calculations, the pavement analysis, and applicable background information for review and approval. The report must contain all calculations regarding the pavement design, including spreadsheets, all variables and assumptions, as well as geotechnical engineering information on the subgrade soils. 10.05.04 Permeable Pavements Pervious Cement and Asphalt Concrete Pavement must be designed by a professional engineer. The design shall be documented by a report that includes relevant calculations, data collection, and assumptions. The report must provide evidence that the permeable surfaces are designed to have at least a 30-year service life given the anticipated vehicle counts and vehicle classifications. The minimum pavement design section shall be as follows: A. 6-inch-thick wearing course of porous asphalt or pervious concrete; over B. 6-inch reservoir course (Permeable Ballast per Section 9-03.9(2) of the Construction Standards); over City of Auburn Issued February 2024 Engineering Design Standards Page 138 C. Geotextile (Non-Woven, Moderate Survivability per Section 9-33.2(1) of the Construction Standards); over D. Where treatment is required, and native subsoils do not meet water quality design criteria per the SWMM: 18-inch runoff treatment layer with specifications per the SWMM. Permeable pavements shall be designed and constructed per the SWMM and the Construction Standards. Pervious cement and porous asphalt concrete pavement within the public right-of-way shall not be utilized for storm water management of runoff from areas outside the public right-of-way. 10.05.05 Pavement Surface Restoration and Preservation Restoration of pavement disturbed by trenching or other activities shall be per Chapter 9. When the total surface restoration area exceeds 1,000 SF feet, pavement core sample(s) are required to be collected in the required restoration area to determine the existing pavement thickness. The City Engineer, or designee, may waive or reduce the coring requirement where other information is available to determine the existing pavement thickness. This information could include, but is not limited to, as-built records, coring samples from other work at the same location, or observations made by the City during construction work at the same location. Where the existing pavement to be removed and replaced does not meet current City standards, the City Engineer, or designee, may determine that pavement replacement to meet City Standards is required. Minimum pavement restoration and widening width is 2 feet. 10.06 Roadside Design 10.06.01 Roadway Edge Roadway edges shall be per the typical sections included in Section 10.03.06. Concrete curb and gutter shall be constructed per WSDOT Standard Plan F-10.12. Curbs that are not along stormwater flow paths shall be constructed as cement concrete traffic curb per WSDOT Standard Plan F-10.12. Rustic roads within the City may be designed with a gravel shoulder (minimum of 3 inches Crushed Surfacing Top Coarse (CSTC) over 8 inches of Gravel Base. Drainage inlets and grates along curbs shall be constructed per WSDOT Standard Plan F- 10.16. Roadway edges without curbs shall include a marked fog line per WSDOT Standard Plan M-20.10-04. 10.06.02 Clear Zone – Lateral Separation from Fixed Objects The following standards provide guidance for the required separation distance from roadway vehicle travel ways and fixed objects for many, but not all, roadways in Auburn. The following standards apply to all new or replaced facilities and do not obligate the City to retrofit or replace existing facilities for the sole purpose of meeting the standards below. The City has adopted 4 feet as the minimum lateral separation from the edge of motor vehicular travel way to fixed objects for streets with vertical curbs within the urban environment. Utility and traffic signal poles along streets with vertical curbs within the urban environment, as defined in Chapter 10 of the AASHTO Roadside Design Guide require minimum 6 feet lateral separation from edge of motorized vehicular travel way. For the purpose of determining lateral separation, the distance from the edge of vehicular travel way on streets with on-street parking or bike lanes is measured from the edge of the parking area or bike lane along the motor vehicle travel way. Under many conditions, additional lateral separation shall be required to provide adequate clear zone per the AASHTO Roadside Design Guide. These conditions include, but are not limited City of Auburn Issued February 2024 Engineering Design Standards Page 139 to: streets without vertical curbs, horizontal curves, proximity to driveways, high design speeds (in excess of 45 mph), merge locations, crash history, roadways that are not built per existing City standards, and other conditions as deemed applicable by the City Engineer. Reduced minimum lateral separation along roadways with design speeds of 35 mph or less is allowed for street trees centered within landscape strips and for mailboxes. Minimum lateral separation from the face of curb to any roadside object (regardless if fixed or non-fixed) is 2 feet. 10.06.03 Traffic Barriers Evaluation of roadside conditions, including embankments, for traffic barriers, including guardrail installations, shall be in accordance with the WSDOT Design Manual. Guardrail installations shall conform to WSDOT Standard Plan C-1, Beam Guardrail Type 1. End anchors shall conform to WSDOT Standard Plan C-6, Beam Guardrail Anchor Type 1. 10.07 On-Street Parking On-street parking is generally not allowed on arterial, collector, and local non-residential streets. For Local Residential streets where parking is allowed on one side only and there are landscape strips present on both sides of the road, the parking shall be placed on the side of the street that can accommodate the most parking. Pavement parking space demarcations shall not be used except as directed by the City Engineer. Parking is not allowed at any of the following locations. Signage, curb, and pavement markings are not required to establish these restrictions except as determined otherwise by the City Engineer, or designee, or as specified otherwise below: A. Within fire lanes. Fire lanes shall require pavement marking and/or signage. B. Within 20 feet of an uncontrolled intersection measured from the point of tangency on the entering curb radius. C. Within 30 feet of a stop, yield or signal controlled intersection measured from the point of tangency on the entering curb radius. D. Within any intersection. For “T” intersections, the no parking limits shall apply to both sides of the through street (top of the “T”). See Figure 10-11 below. City of Auburn Issued February 2024 Engineering Design Standards Page 140 Figure 10-11 - T-Intersection Parking Restrictions E. In front of or within 15 feet of each side of a fire hydrant. F. In front of or within 5 feet of each side of a driveway. G. Where mid-block crosswalks are installed, no parking shall be allowed on either side of the street within 50 feet in advance of the nearest edge of the crosswalk and within 20 feet past the furthest edge of the crosswalk. In no case shall the advance parking restriction for crosswalks be less than the minimum stopping sight distance of the roadway. Additional parking restriction may be required depending upon roadway geometrics, adjacent land use, and the proximity to bridges and railroads. No parking signage shall be per City of Auburn Standard Detail T-40. 10.08 Driveways Construction of driveway access to the public street right-of-way requires prior approval by the City Engineer, or designee. Connection between the driveway and street shall be with a driveway apron per City of Auburn Standard Detail T-34 or T-35 except a driveway connection to a street that does not have curb/gutter and sidewalk may be with an apron constructed of the same material, thickness, and strength as the street with tapered corners that accommodate the largest vehicles anticipated to utilize the driveway apron. Work that requires any portion of a driveway apron to be replaced triggers the requirement to upgrade/replace the entire driveway to meet ADA standards. City of Auburn Issued February 2024 Engineering Design Standards Page 141 10.08.01 Number of Driveways Regardless if a project includes one or multiples parcels, it is limited to one driveway access to a City street (including alleys) with the following exceptions: A. Single family residential subdivision projects are allowed one driveway access to each single family residential parcel when all of the driveway accesses for the project are to a local residential roadway, alley, or a shared access tract/driveway. B. Additional driveway(s) may be provided to satisfy International Fire Code Requirements IFC). These additional driveways are subject to the requirements of Emergency Vehicle Access Driveways per the IFC and these Engineering Design Standards. See Section 10.08.10 for emergency vehicle access driveway requirements. Subdivisions with a driveway access to a roadway classified higher than local residential or for non-single family residential projects shall be limited to a single access tract/driveway for the entire subdivision. 10.08.02 Driveway Classifications, Widths, and Spacing Driveway spacing shall be per City of Auburn Standard Detail T-04. When the minimum spacing is not obtainable, to address safety concerns, or to mitigate impacts of traffic flow, the City Engineer, or designee, may determine that two contiguous parcels require a single driveway centered on the property line. Driveway widths are measured across the driveway apron, excluding driveway wings/ramps. Spacing between driveways is measured from the limits the driveway apron wings/ramps. Residential Driveway – A driveway serving one single family residential property or a duplex is a residential driveway. Residential driveway aprons width is 11 feet minimum and 18 feet maximum. Commercial/Industrial Driveway - A driveway serving a commercial, industrial, or residential with 3 or more dwelling units (except accessory dwelling units) parcel is a commercial/industrial driveway. Commercial/Industrial driveway aprons shall be 24 feet wide except, the City may require commercial/industrial driveways along arterial roadways to be wider to accommodate the largest types of vehicles frequenting the parcel (design vehicle). These driveways shall be designed to accommodate design vehicle egress/ingress such that the design vehicle can make its turning movements without dragging outside the apron, does not swing into opposing traffic lanes, and can enter the driveway while another design vehicle is waiting at the driveway to exit. In these cases, design vehicle justification and turning templates are required. Shared Driveways – A driveway serving two or more residential or commercial/industrial parcels is a shared driveway. See City of Auburn Standard Detail T-31 and Section 10.08.07. 10.08.03 Driveway Lay Out Driveways and on-site parking, other than that for single-family residences on local residential street or alleys, shall be designed such that vehicle-backing maneuvers will not occur onto the street. A properly designed driveway shall allow the largest typical vehicle that will use the driveway (i.e., tractor-trailers at large warehouses, delivery trucks at mini marts) to enter and exit the site without encroaching into opposing traffic lanes, including two-way left turn lanes. When designing site layout and driveway access, internal circulation shall be such that on-site traffic will not backup the driveway impeding vehicles in the public street. The City may require City of Auburn Issued February 2024 Engineering Design Standards Page 142 sites with internal traffic congestion to design driveways with long throat lengths to provide extra storage to avoid impacting City streets. Per ACC 18.52.050, commercial and industrial driveways shall have at least a 40 foot throat from the street (not be intersected by parking aisle, parking space, or another access driveway for a minimum distance of 40 feet from the street right-of-way). The City Engineer may require additional throat distance or may allow less throat distance with the consideration of the following: classification and volumes of street from which access is being taken, total number of parking stalls, design vehicle for parking lot, size of parcel and parking area to which the driveway is providing access, and queueing analysis. If a gate is proposed across a driveway it shall be located a minimum distance of the largest vehicle accessing the site (excluding emergency vehicles), measured from the right-of-way line, unless there is adequate room for parking outside the travel lane(s) without blocking non-motorized facilities. Driveways connecting non-single family residential development to non-local roadways shall accommodate waste management and other service vehicles serving the development such that the service vehicles do not stop on the roadway (they enter the site, perform services, and exit the site). 10.08.04 Driveway Locations When a property has frontage on two or more streets (or alleys), the driveway will be located on the lowest classification of street (or alley). Driveway accesses with any portion of the driveway (including wings) within the “Functional Intersection Boundary” shall be either prohibited or restricted. See Table 10-10 and Figures 10-12 and 10-13. Single family residential driveways on local residential streets are exempt from functional intersection boundary requirements. The functional intersection boundary is the portion of the street leading up to the intersection required to allow vehicle movements and storage. This is the area where drivers identify the situation, change lanes, come to a stop, and wait before proceeding through the intersection. The functional length of an intersection is measured from the point of curvature/point of tangency (PC/PT) of the curb return. Driveway restrictions include prohibiting either all left turn movements, left turns from, or left turns to the subject driveway. The City Engineer may also impose driveway restrictions at other locations when a safety hazard is identified or to mitigate impacts to traffic flow along a classified street. Such restrictions shall be incorporated into the design of the driveway in a manner that strives to maintain existing access turning movements to other adjacent properties. Table 10-10 Distance Requirements for Functional Intersection Boundaries Posted Speed (mph) Speed (ft./sec) Reaction Time (sec) Decision Distance (ft.) “d1” Lane Change Distance (ft.) “d2”* Braking Distance (ft.) “d3” Storage Length (ft.) “d4” Distance A (Approaching) (ft.) Distance A (Departing) (ft.) Distance B (ft.) 25 37 1.0 37 25 60 50 135 80 172 30 44 1.0 44 40 86 50 176 107 220 35 51 1.0 51 60 118 100 278 140 329 40 59 1.0 59 85 154 100 339 179 405 45 66 1.0 66 105 194 100 399 216 465 * For single lane approaches where a lane change is not possible, “d2” should be omitted. City of Auburn Issued February 2024 Engineering Design Standards Page 143 Figure 10-12 Functional Length Diagram of an Intersection with Right and/or Left-Turn Lane Figure 10-13 Functional Intersection Boundary Restricted Access Diagram 10.08.05 Driveway Alignment (Horizontal and Vertical) The angle between the centerline of a driveway approach and the edge of a street travel way shall not be less than 85 degrees or greater than 95 degrees unless a “pork chop” or other City of Auburn Issued February 2024 Engineering Design Standards Page 144 access control device is allowed. Where the edge of the roadway is curved, such as in cul-de- sacs, the angle will be measured from the tangential line to the travel way edge at the intersection of the driveway approach centerline. The vertical grade behind the driveway apron shall not exceed 5% for a distance of 12 feet beyond back of sidewalk or right of way line except for the alternate driveway type per City of Auburn Standard Detail T-35 where the 5 foot driveway ramp grade may be up to 10%. Driveways shall be designed to preclude vehicles from dragging when entering or exiting the site. 10.08.06 Driveway Sight Distance Minimum sight distance requirements for driveways are to be determined using the current edition of the WSDOT Design Manual M 22.01.22 (Chapter 1340). Easements may be required to meet sight distance requirements. The minimum sight distance for pedestrian safety shall be as shown in Figure 10-14 and determined as follows: The driver of an exiting vehicle shall be able to view a one-foot-high object 15 feet away from the edges of the exiting lane or lanes, measured at the back of the sidewalk, when the driver’s eye is 14 feet behind the back of the sidewalk. Figure 10-14 - Pedestrian Sight Distance 10.08.07 Shared Driveway Access Roads Residential shared driveway access roads may serve a maximum of 6 residential units except where a proposed single family residential unit, to be located on an existing lot, would exceed this threshold. Shared driveway access roads are privately owned and shall be maintained by the property owners who use them to access their property or as otherwise stipulated in the tract easement dedication documents or private agreements. Maintenance of shared driveway access roads shall not be the responsibility of the City. Shared driveway access roads shall include storm drainage facilities in accordance with these standards. Shared driveway access roads shall have only a single connection to the City of Auburn Issued February 2024 Engineering Design Standards Page 145 public/private roadway, except where an additional gated access exclusively for emergency vehicles and/or maintenance vehicles may be allowed. The following requirements apply to shared driveway access roads except that one or more of the requirements may be waived by the City Engineer, or designee, for development of a single- family residence on an existing platted lot that only has access to an existing shared driveway where inclusion of the requirement would require additional property rights beyond the applicant’s control, modification of existing building(s) and structure(s), impacts to critical areas, or other reason as deemed acceptable by the City Engineer: A. Easement/Tract Width: Set within dedicated and recorded easement or tract with a minimum width of 22 feet for access roads serving 2 or less residential units, 26.5 feet for access roads serving 3 or more residential units, 35 feet for access roads serving commercial use(s), and 41 feet for access roads serving industrial use(s). B. Pavement Width: Minimum asphalt pavement width of 20 feet for access roads serving residential unit(s), 24 feet for access roads serving commercial uses, and 30 feet for access roads serving industrial uses. C. Turnaround: All access road ends that are 150 feet or more from the connection to the public/private roadway connection shall include turnarounds. If a hammerhead configuration is utilized for the turnaround, it shall be designed per Figure D103.1 in Appendix D of the International Fire Code or equivalent as determined to be acceptable by the City Engineer, or designee. If a cul-de-sac is utilized for the turnaround, it shall be designed per the City of Auburn Design Standards. The turnaround area must be paved and lie entirely within the access tract or easement. D. Length: Maximum length of 600 feet as measured along the centerline of the access road to the centerline of the street to which the access road connects. Where an access road has multiple centerlines (due to a “T” or other discontinuous configuration, the total length is measured along all centerlines of the access road). E. Grades/Curves: Geometrics per Section 10.04. F. Sidewalks: Shared driveway access roads that serve 2 or less residential units or provide emergency access only do not require sidewalk along the access road. Access roads serving 3 or more residential units require sidewalk, curb and gutter along one side of the access road. Access roads serving commercial or industrial property(s) require sidewalk, curb and gutter along both sides of the access road. The minimum sidewalk width shall be 5 feet (not including curb) and shall be separated from the vehicular egress/ingress with curb and gutter. Where sidewalks are required and the residential units are along only one side of the access road, the sidewalk shall be placed on the side of the road with the residential units. G. Signage: Identified as a fire lane with pavement markings and/or signage per ACC 10.36.175(E) such that a minimum clear width of 20 feet, free of parked vehicles or other obstructions, is provided. Signed as private drives inclusive of all addresses being served off the access road per City of Auburn Standard Detail T-26. H. Edges of access roads without curb/gutter and sidewalk will have an asphalt wedge curb per City of Auburn Standard Detail T-41, along the edge(s) to which the roadway drains, if any. Wedge curb may be excluded/modified as required to accommodate drainage facilities serving the access road. Where City of Auburn Issued February 2024 Engineering Design Standards Page 146 curb, gutter, and sidewalk are present along the shared access road, driveway connections to property(s) from the shared access road shall be by residential driveway apron. I. Driveway connections to property(s) on the access tract are configured such that vehicles backing out of the driveway are able to turn around without entering another property. 10.08.08 Controlled Driveways Where a driveway connection meets a signal warrant that cannot be addressed without a signal or roundabout, the City Engineer may allow signalized or roundabout access to a public street from a private access. In such situations, dedication to the City of any right-of-way necessary for maintaining and operating the intersection will be required. Additional mitigation measures may be required to ensure safe and efficient access to the public street. The private leg of the intersection within the right-of-way shall be designed to the applicable public street standard as determined by the City Engineer. 10.08.09 Restricted Access Driveways Restricted Access Driveways are used to restrict turning movements out of or into driveways. Turning restrictions at driveway locations shall be by one or more of the following methods as deemed appropriate by the City Engineer, or designee: A. Median Islands B. Mountable Curbs C. Pork Chops D. Signage (turn restriction signage must be placed in the right-of-way) 10.08.10 Emergency Vehicle Access Driveways Local street networks with over 30 dwelling units that do not have more than one street connection to a collector or arterial roadway are required to have a second access from the local street network to a collector or arterial via an emergency access driveway. The emergency vehicle access must be gated and restricted to emergency vehicles only with a knox lock. Non- motorized access may also be provided at the emergency vehicle access. Emergency access roadways shall meet the requirements for shared access driveways. 10.09 Sidewalks Streets shall include sidewalks as shown on the typical sections in Section 10.03 and as designated in the CTP. The City Engineer may determine that sidewalk widths that differ from the typical sections and CTP are required. Sidewalks with landscape strips shall be per City of Auburn Standard Detail T-13. Sidewalks without landscape strips shall be per City of Auburn Standard Detail T-15. Pervious sidewalks shall be per City of Auburn Standard Detail T-14. City of Auburn Issued February 2024 Engineering Design Standards Page 147 10.09.01 Downtown Sidewalks The following requirements apply to sidewalks subject to DUC zone guidelines: A. Shall be per City of Auburn Standard Detail T-15 and will also include a 2-foot x 2-foot square scoring pattern with a light broom finish with minimal scoring depth to allow for easy cleaning. B. Shall be a minimum of 10 feet in width except sidewalks along A Street NE/NW may be 7 1/2 feet wide at some locations, as determined by the City Engineer. C. Shall include a single row of bricks to be used at transition points such as driveways per in City of Auburn Standard Detail T-44. D. Shall include street trees per City of Auburn Standard Detail T-06. Where the tree planter area encroaches upon the minimum pedestrian clearance width, a tree grate shall be required per City of Auburn Standard Detail T-30. Pervious concrete sidewalks shall not be allowed where tree grates are required. E. Shall include decorative street corners as follows: i. Corner bulbs shall be integrated into corners where on-street parking is allowed, dependent upon the adjacent street geometry, presence of bus routes or other large vehicle use, as determined by the City Engineer. ii. All street corners where a corner bulb is required or where both legs of the street corner have sidewalks that are at least 10-feet wide shall be constructed of brick pavers in a rectangular pattern as shown in the figure below. The specific type of brick pavers shall be approved by the City, including shape, size, and color. The brick pavers shall be set on a concrete base. iii. The bulb-out layout and limits shall generally be as depicted in Figure 10-15. The City Engineer, or designee, shall determine specific design parameters for bulb-outs on a case-by-case basis. iv. Construction of a new or replaced curb ramp on a street corner that does not meet the DUC zone standards shall require the street corner to be re-built in its entirety to meet the DUC zone standards. City of Auburn Issued February 2024 Engineering Design Standards Page 148 Figure 10-15 Downtown Street Corner Illustration 10.09.02 Meandering Sidewalks The City Engineer may approve meandering sidewalks along a corridor when the sidewalk, landscaping, lighting, signing, right-of-way, and other surface features are integrated into the design of the improvements. Additional right-of-way (or an easement) may be required to accommodate the meander of the sidewalk and other surface features. 10.09.03 Accessibility All sidewalk cross slopes shall be designed to 1.5% and not exceed 2%. Sidewalk grade shall not exceed the grade of the adjacent street centerline, except at driveways and curb ramps. All sidewalks shall maintain a minimum walking zone of 5 feet in width, free of all obstructions including utilities, signage, street trees, furniture or other elements, permanent or temporary. Sidewalks require a minimum overhead clearance from trees, street signs, and vegetation of 7- feet and a minimum overhead clearance of 10-feet from all other objects. 10.09.04 Curb Ramps See WSDOT Standard Plans F-40.12, F-40.15 & F-40.16. Curb ramps shall be provided at all intersections and pedestrian crossings having vertical curb sections. Every curb ramp shall have at least one receiving ramp. Existing curbed radius return access points also require curb ramps. All curb ramps shall have detectable warning patterns formed with manufactured truncated domes in accordance with WSDOT Standard Plan F- 45.10. Truncated dome color shall be yellow except in the downtown urban core area where truncated dome color shall be brick red. Pervious cement concrete ramps and landings shall not be allowed. For any deficient element that does not meet ADA requirements, designers shall document the deficiency via a Maximum Extent Feasible (MEF) document stamped and signed by a City of Auburn Issued February 2024 Engineering Design Standards Page 149 professional engineer. The MEF document will be reviewed for acceptance by the City. MEF’s shall also be documented on the Plans with a notation indicating the deficiency and that the curb ramp was designed to the MEF per Chapter 3, Appendix C of these standards. Trenching work and the associated patching and surface restoration that traverse crosswalks/pedestrian pathways (crossings) shall not trigger the requirement to replace curb ramps that do not meet current ADA standards at the crossing, unless, the cumulative width of surface restoration at the crossing for all work associated with the project equals or exceeds 50% of the crossing width, as measured from curb face or pavement edge at the pedestrian pathway entry into the vehicle travel way to curb face or pavement edge at the pedestrian pathway departure from the vehicle travel way. This distance is measured through medians, islands, and other pedestrian refuge areas. If the cumulative width of all surface restoration at a crossing equals or exceeds 50% of the crossing width, then the curb ramp(s) that intercept the impacted crosswalk that do not meet current ADA standards must be upgraded/replaced, including signal push-button replacement/relocation where applicable per Section 10.21.12 of these Standards. Whenever any portion of a curb ramp or intersection corner without a curb ramp is replaced or upgraded for any reason, the entire curb ramp or a new curb ramp is required to meet ADA standards and installation of curb ramp(s) on the receiving end(s) is required if not already present. 10.09.05 Crosswalks Per RCW 46.04.160, crosswalks exist at all roadway intersections, whether marked or un- marked, and regardless of whether there are sidewalks at the intersection. Crosswalks also exist at non-intersection locations where they have been established with crosswalk markings (such as a midblock crossing). For the purposes of these standards, intersections are as defined in Chapter 1 of these standards. Marked crosswalks shall be per WSDOT Standard Plan M-15.10 except where DUC zone standards apply marked crosswalk shall be per Section 10.09.06. Crosswalks will be marked at the following intersection locations, except where pedestrian facilities are NOT present: City of Auburn Issued February 2024 Engineering Design Standards Page 150 A. Traffic signal and stop controlled intersections as shown in the figure below: Figure 10-16 Marked Crosswalks at Signalized Intersections B. Yield controlled approaches to roundabouts. C. Stop controlled approaches at intersections within the Downtown Urban Center. D. Stop controlled approaches to Arterial Streets (Principal or Minor Arterials). E. Stop controlled approaches at the intersection of two or more arterial and/or collector Streets. F. Stop controlled approaches of Local Streets to Non-Residential Collector Streets. Crosswalks at non-intersection locations, and intersection locations not listed above, are by- default not marked and when they are marked require enhancement(s) that reduce traffic speeds, shorten crossing distance, increase driver awareness of the crossing, and/or provide active warning of pedestrian presence. Selection of appropriate enhancements requires analysis and documentation by a professional engineer. Enhancements may include, but are not limited to, signage, rapid rectangular flashing beacon(s), and/or bulb-outs. City of Auburn Issued February 2024 Engineering Design Standards Page 151 Permanently closed crosswalks across arterial and collector streets shall have signage indicating that pedestrian crossing is prohibited (No Pedestrian Crossing Sign, MUTCD R9- 3). A supplementary plaque with arrow (Use Crosswalk Plaque w/Arrow MUTCD R9-3bP) will be included with the no pedestrian crossing sign where the closed crosswalk is at an intersection where one crosswalk is closed, and the adjacent crosswalk is open and at locations where an open crosswalk exists only in one direction from the closed crosswalk. 10.09.06 Downtown Crosswalks Marked crosswalks subject to DUC zone standards shall be per City of Auburn Standard Detail T-43. An existing marked crosswalk that does not meet the requirements of the Guidelines shall be re-built in its entirety to meet the requirements of the Guidelines with the any of the following construction activities: A. On an arterial street, full depth pavement re-construction across half or more of the crosswalk width. B. On a non-arterial street, surface pavement restoration across half or more of the crosswalk width. The crosswalk width is measured from face of curb or pavement edge at the pedestrian pathway entry into the vehicle travel way to curb face or pavement edge at the pedestrian pathway departure from the vehicle travel way. This distance is measured through medians, islands, and other pedestrian refuge areas. 10.10 Bikeways See City of Auburn Standard Detail T-17 and WSDOT Standard Plan M-9.50. Bikeways shall be incorporated into street and trail networks in accordance with the CTP and the typical sections in Section 10.03. Bikeways shall be designed in accordance with AASHTO’s current “Guide for the Development of Bicycle Facilities”, the MUTCD, this section, and applicable City of Auburn standard details. The City of Auburn’s bicycle network consists of various classification bikeways. Typically, these bikeways are shared with other transportation modes, although they may be provided exclusively for bicycle use. Bikeways are categorized as follows: Class I, II, or III Bikeways. 10.10.01 Class I Bikeway Class I Bikeways are facilities shared with other non-motorized modes and are physically separated from motorized vehicle roadways. For the purposes of this section, Class I Bikeway design standards are for bicycle facilities that generally parallel a roadway with minimal crossflow by motor vehicles. When required, Class I Bikeways shall be designed for two-way traffic. Class I Bikeways that are part of the City’s Future Trails and Bicycle Network shall be public and shall be located within public right-of-way, tracts or easements. Class I Bikeways shall be either asphalt or cement concrete, at the discretion of the City Engineer or designee. Asphalt bikeways shall have a minimum pavement section of 2 inches of CL ½” asphalt concrete pavement over 6 inches of Crushed Surfacing Base Course (CSBC). Cement concrete bikeways shall be per City of Auburn Detail T-13. When the California Bearing Ratio (CBR) of the existing soil is 5 or less, an additional 6 inches of gravel base shall be required. When the trail is also utilized as a vehicular service road, the pavement design shall be the Access Road classification on Table 10-5. Class I Bikeways shall be a minimum width of 10 feet and be separated from the vehicular travel way by a landscape strip or other City of Auburn Issued February 2024 Engineering Design Standards Page 152 physical buffer with a minimum 5 foot width. Where Class I Bikeways are intersected by driveways appropriate signing and pavement markings shall be provided consistent with requirements for midblock crossings. 10.10.02 Class II Bikeway Class II Bikeways, or “Bike Lanes,” are incorporated within the roadway section adjacent to vehicle travel lanes. Bike lanes are exclusive one-way bicycle facilities delineated by pavement markings and signage. Bicycle traffic is carried in the same direction as the adjacent motorized vehicle traffic. Bike lanes shall have a minimum width of 6 feet as measured from nearest edge of the travel way to face of curb, edge of pavement, or edge of parking lane. Bike lanes shall have the same pavement section as the adjacent roadway. Buffering from the vehicle travel ways may be required as determined by the City Engineer. 10.10.03 Class III Bikeway Class III Bikeways, or “Shared Lanes,” are facilities shared by bicyclists and motorized vehicles Class III Bikeways may or may not be delineated with shared use pavement markings and signage as determined by the City Engineer. Generally, lower-speed/lower-volume streets are adequate for bicycle travel, so additional signing and pavement markings for bicycle use are unnecessary. 10.11 Landscape Strips Landscape strips are required per the typical sections in Section 10.03. Landscape strips are also included as part of separated trails/Class I Bikeways. Landscape strips shall be located between the back of the curb and the sidewalk. Landscape strips shall meet the following requirements: A. 5 foot minimum width. B. Minimum 8 inch deep amended soils as bedding over minimum 4 inch layer of scarified/tilled base soils all free of rocks, construction debris, slurry, and other construction material. C. Graded towards the curb at approximately 1.5%. Other grades may be allowed where it can be demonstrated to not cause drainage or maintenance issues. D. Planted with grass or shrubs, vegetation groundcover, and street trees. Shrubs and vegetative groundcover must be low maintenance, minimal debris dropping, and not present a tripping hazard to pedestrians. Landscape strips shall not include gravel, rocks, or other aggregate. Artificial turf may be placed in landscape strips subject to the following requirements: i. Must have lifelike individual blades of grass that emulate natural turf in look and color (green). ii. Indoor or outdoor plastic or nylon carpeting is not allowed. iii. Pile height must be at least 1.5 inches and have a face weight of 50 ounces per square yard. iv. A minimum eight-year manufacturer’s warranty that protects against color fading and decreased pile height is required. v. Must not utilize rubber infill. City of Auburn Issued February 2024 Engineering Design Standards Page 153 vi. Must be free of tears, bulges, wrinkles, ripples, and frayed edges. vii. Must be anchored. viii. Must be installed with the grain pointing in a single direction. ix. Edges must be trimmed to fit against all regular and irregular edges to resemble a natural look. x. Must be a minimum water permeability of thirty inches per hour per square yard after installation. E. Driveways, lighting, fire hydrants, junction boxes, water meters and other appurtenances shall be configured such that no landscape strip has a net landscaped surface area (landscape strip area minus areas occupied by non- landscape features) of less than 50 SF and no portion of a landscaped surface within a landscape strip has a width less than 2 feet. Landscape strips along local residential streets may be constructed as bioretention swales to provide low impact development (LID) surface water management. Bioretention swales in the public right-of-way shall be designed to collect, treat, and infiltrate runoff from the public right- of-way. If, after runoff from the public right-of-way has been accounted for, additional capacity remains in the bioretention swale, the bioretention swale may be utilized to treat and infiltrate runoff from adjacent private single family residential property(s) with a maintenance agreement between the City and property(s) draining to the swale that requires those property(s) to maintain the swale in perpetuity. The bioretention swale shall be designed and constructed in accordance with the SWMM. Street trees shall not be placed in landscape strips constructed as bioretention swales. Instead, required street trees shall be placed on adjacent private properties and/or tracts. 10.12 Street Trees See City of Auburn Standard Detail T-06. Street trees are required for local residential streets, residential collector streets, and streets within the DUC zone (except along Auburn Way). 10.12.01 Species Selection, Placement, and Spacing Where street trees are required, they shall be installed at a spacing of 40 feet on center or no closer than 1-1/2 times the mature diameter of the tree canopy, whichever is greater. Street trees shall be placed such that the center of the tree trunk is at 2-1/2 feet from the back of the adjacent curb or centered in the landscape strip, whichever is greater. Selection of tree species, placement, and spacing requires consideration of the following: A. Sight Lines: Trees shall be placed so that they do not obstruct the view of any street intersection, driveway, or visibility of any traffic control device or sign. Sight distance triangles may be required to analyze and confirm visibility at street intersections is not blocked by tree(s). B. Planting Next to a Building: Where a building is placed close to the sidewalk, the mature size of a tree should be considered when selecting species. Trees with a pyramidal, columnar, or oval shaped canopy are preferable; a tree with a round head is generally unsuitable in this situation. C. Overhead Wires: When trees must be planted directly under or when the mature canopy is within 12 feet of overhead utility lines, species with a mature maximum height of 25 feet or less must be selected. City of Auburn Issued February 2024 Engineering Design Standards Page 154 D. Street Lighting: Street and pedestrian lights should be placed between street trees. The trees shall be located at least half their mature canopy width or 20 feet from street lights, whichever is greater. E. Underground Utilities: Trees shall be planted to avoid impacts on underground utilities. F. Clearance: Trees shall be pruned as they grow to provide at least 8 feet vertical clearance above sidewalks and 14 feet of vertical clearance above roadway surfaces. Table 10-11 provides a selection of acceptable species of trees. Many other trees are appropriate and alternative selections may be proposed if desired. Alternative plant choices must be evaluated and approved by the City Engineer, or designee. Needled evergreens and trees with mature heights of over 35 feet are not allowed. A. Round: These are generally wide spreading trees that need more space than other shapes. B. Oval: Taller than they are wide and cause less interference with traffic. C. Columnar: Useful in locations where there is little available room between the street and buildings, awnings, or other features. Branches of columnar trees tend to grow up rather than out. Many branch lower than other types of trees without causing problems with traffic or pedestrians. D. Pyramid: Also called cone, typically broad at the base of the canopy and are somewhat pointed at the top. Planted close together, pyramidal trees can screen unwanted views or create vistas. Lower branches sometimes droop with age and may have to be limbed up in later years to provide the needed clearance. E. Vase: (sometimes also called “v-shaped”) have canopies that are narrow toward the bottom and broad at the top. V-shaped trees may have arching branches that form a canopy over both street and sidewalk. They generally do not cause problems with overhead power lines or traffic. City of Auburn Issued February 2024 Engineering Design Standards Page 155 Table 10-11 Street Trees Common Name Mature Height (ft.) Mature Canopy Width (ft.) Sidewalk Landscape Areas Medians Canopy Shape Amur Maple ‘Flame’ 20 20 x Round Mt. St. Helens Plum ‘Frankthrees’ 20 20 x x Round Rocky Mt Glow Maple ‘Schmidt’ 25+ 15 x x Round Flowering Plum ‘Krauter Vesuvius’ 30 15 x x Round Pear ‘Autumn Blaze’ 30 25 x Round Pacific Sunset Maple ‘Warrens Red’ 30 25 x x Round Serviceberry ‘Princess Diana’ 20 15 x Round Serviceberry ‘Autumn brilliance’ 20 15 x Round Queen Elizabeth Maple ‘Evelyn’ 35 30 x Oval Red Fox Katsura 30 16 x x Oval Frans Fontain Hornbeam 35 15 x x Columnar Cherry ‘Columnarus’ 35 15 x x Columnar Cherry ‘Spire’ 30 10 x x Columnar Pyramidal European Hornbeam ‘Fastigiata’ 35 25 x x Columnar Red Obelisk 35 12 x x Columnar “Marilee” 24 10 x x Pyramid Pear ‘Redspire’ 35 25 x x Pyramid Linden ‘Redmond’ 35 20 x x Pyramid Chancelor Linden ‘Chancole’ 35 20 x x Pyramid Flowering Cherry ‘Amanogowa’ 20 6 x x Vase Flowering Cherry ‘Akebono’ 25 25 x Vase F. 10.12.02 Root Direction Devices Trees within sidewalks, landscape strips, and on public or private property that are within 10- feet of a street or sidewalk require root barrier devices to deflect tree roots downward into the soil. The root barrier will be placed on all sides of the tree root ball. For a tree outside the street cross section, the barriers may be omitted on the side of the tree root ball that is parallel and opposite to the street. Plan submissions shall indicate the location of root barriers and provide a specification sheet on the product to be used. 10.13 Ground Cover Ground cover and shrubs plantings in landscape strips and medians shall adhere to the requirements of this section. Except street trees, landscape strips and median plantings shall have a mature height of less than 3 feet. Table 10-9 provides several acceptable species of ground cover and shrubs. Many other types of plants may be appropriate and alternative selections may be proposed if desired. Alternative plant choices must be evaluated and approved by the City Engineer, or designee. The SWMM shall be utilized to select groundcover plantings within the wet areas of bioretention facilities. Groundcover shall be planted from either four-inch pot with 12-inch spacing or one-gallon pot City of Auburn Issued February 2024 Engineering Design Standards Page 156 with 18-inch spacing. Alternative spacing of particular species may be approved by the City Engineer, or designee, if documentation concerning the effectiveness of the groundcover is submitted with the landscape plan. Table 10-12 Ground Cover Common Name Mature Height (ft.) Can be utilized in: M (Medians), L (Landscape Strips) Minimum Planting Area Width (ft.) Kinnikinnick Bearberry 0.5 to 1 M, L 5’ to 6’ California Wild Lilac 1.5 M 6’ to 8’ Bearberry Cotoneaster < 2 M 5 to 6’ Purple Leaf Winter Creeper 1.5 M 6’ to 8’ Blue Chip Juniper/Hughes Juniper 1 M 6’ to 8’ Siberian Carpet Cypress 1.5 M 7’ to 8’ Evergreen Bramble 1 M 6’ Mother of Thyme 0.25 M 1 Otto Lyuken 3 M 6 Japanese Barberry 4 M 5 Wings of Gold 3 – 4 M 3 Periwinkle 0.5 M 1.5’ 10.14 Irrigation Systems Irrigation systems for landscape strips in the public right of way shall conform to ACC 12.12.236 and shall adhere to the standards specified in the City of Auburn Construction Standards. 10.15 Mailboxes See City of Auburn Standard Details T-07, T-08 & T-09. Locating and installing mailboxes in connection with the construction or reconstruction of a City street shall follow AASHTO and Post Office guidelines. Mailboxes shall be located a minimum of 2 feet back from the face of curb on streets which have a curb. For streets without a curb, setbacks shall be determined using ASSHTO standards. When locating mailboxes, access, sight distance, parking, and landscaping requirements shall be taken into account. Final locations shall be detailed on the civil plans and approved by the serving Post Office and the City Engineer. When mailboxes are located in the sidewalk, individually or in clusters, sidewalks shall be widened to provide a minimum 5 feet of clearance around the mailboxes. Widening of the sidewalk may require the dedication of additional right-of way or easement. The owners or residents served by mailboxes will install and thereafter maintain their own individual, clustered, or separated mailboxes as instructed by the U.S. Postal Service. City of Auburn Issued February 2024 Engineering Design Standards Page 157 10.16 Illumination 10.16.01 Street Lighting Design Street lighting design shall be in conformance with the design criteria in the most recent edition of the IES Lighting Handbook (Illuminating Engineering Society of North America) and applicable WSDOT and City of Auburn Design and Construction Standards. Table 10-13 provides minimum lighting design criteria, lamp attachment types, heights, davit arm lengths, and typical spacing for various roadway classifications in the City. The schedule is based on typical straight roadway sections with a staggered lighting configuration. Wider road sections, curves, intersections, cul-de-sacs, single sided lighting configurations require additional analysis to determine the spacing, height, and davit arm lengths required to achieve the required lighting levels. Street light standards shall be staggered from one side of the roadway to the other, except where site constraints make single sided lighting more feasible and equally effective. Street lights on streets with median islands 8 feet in width and greater shall be located in the medians using dual davit arms to light the street on both sides of the median. The Applicant shall provide project specific lighting calculations that demonstrate minimum illumination levels will be met. Light level calculations shall be done ignoring any existing substandard luminaires (PSE lights on wood poles, etc.). Special consideration shall be given to light levels at crosswalks, curves, conflict points and street ends. The locations of street lights shall take into consideration any obstacles which may screen or impede lighting levels such as street trees and awnings. Minimum separation between street trees and street lights shall be 20 feet or ½ the mature tree canopy width, whichever is greater. Marked crosswalks at traffic signal controlled intersections and sidewalks in the Downtown Urban Corridor (DUC) zone shall be lit to an average of 2-foot candles. All other marked crosswalks will be lit to a minimum of 1-½ times the required average light level per Table 10- 13. 10.16.02 Luminaries All City street lights shall be LED. Acceptable light fixtures/luminaries are shown on City of Auburn Standard Detail T-37. Use of other fixtures requires documentation showing they meet all applicable City standards and approved by the City Engineer, or designee. Street and Pedestrian Luminaires shall operate on 240 Volt AC and all luminaires shall be full cutoff. All luminaires shall be provided with wattage labels for positive identification of Lamp (See Table 10-10). A maximum of 5% voltage drop across each circuit will be permitted. All City Street lights must support dimming and have PCR7 photocell receptacle and utilize a Sensus wireless control node. City of Auburn Issued February 2024 Engineering Design Standards Page 158 Table 10-13 Lighting Design Criteria Street Classification Lamp Attachment Type (See City of Auburn Standard Detail T-37) Avg. Light Level (ft-candle) Max. Uniformity Ratio Min. Light Level (ft-candle) Luminaire Mounting Height (ft) Spacing* (ft) Davit ** Arm Length (ft) Principal Arterial Type A 1.4 3 To 1 0.2 35** 190 12 Minor Arterial Type B 0.9 3 To 1 0.2 35 190 12 Minor Arterial w/Center Turn Lane or Median Type B 0.9 3 To 1 0.2 35 190 12 Non-Residential Collector Type B 0.9 3 To 1 0.2 35 200 12 Residential Collector Type D 0.6 3 To 1 0.2 30 175 14 Residential Collector w/Center Turn Lane or Median Type D 0.6 3 To 1 0.2 30 175 14 Local Non- Residential Type D 0.6 3 To 1 0.2 35 160 12 Rustic Roads* N/A N/A N/A N/A N/A N/A Local Residential and Local Residential Alternate Type F 0.4 6 To 1 0.1 30 185 8 * Lighting for rustic roads shall be at intersections only and meet the design criteria for Local Residential Roads. ** Davit arm lengths may change based on approved roadway cross section. 10.16.03 Light Poles City street light poles shall be “cobra head” style per City of Auburn Standard Detail T-19 except for streets within the DUC zone that shall be per City of Auburn Standard Detail T-28 or T-39. An alternate street light may be utilized along local residential streets per City of Auburn Standard Detail T-29. Light Standards handholes shall be four inches by six inches nominal non-flush type in accordance with City of Auburn Standard Detail T-19 with tamper resistant screws. All light poles shall be placed on a foundation. Foundations for light standards shall conform to City of Auburn Standard Details T-19, T-28, or T-29. Luminaire wiring, conduit, and pole placement within street cross sections that have curb, gutter, and sidewalks shall be per City of Auburn Standard Detail T-18. 10.16.04 Service Cabinet, Foundation, Conduit See City of Auburn Standard Detail T-21. All new luminaires shall be connected on an electrical circuit that is connected to a power source through a service cabinet. The service cabinet shall be within 50 feet of the Puget Sound Energy (PSE) point of service connection. Service cabinets shall be installed within right-of-way, easement, or City property behind the sidewalk and at locations that do not impede maintenance access or sight distance. The cabinet shall be located in the center of the system so there are a near equal number of lights being City of Auburn Issued February 2024 Engineering Design Standards Page 159 served on separate circuits from each side of the cabinet. The cabinet shall be labeled with “COA Lighting” and service site address. The number of luminaires per service will be based upon the type of luminaire and the capacity of the service. Testing may be required to determine if additional luminaires may be added to an existing service. Service cabinets shall be in conformance with the City of Auburn Engineering Construction Standards. All new luminaires shall have a 7 pin PCR7 receptacle and come with a Sensus VantagePoint wireless control node. Street light conduit shall be per the City of Auburn Construction Standards. 10.17 Junction Boxes See City of Auburn Standard Detail T-20. Junction boxes shall be of the type specified on the plans and shall conform to the requirements of WSDOT Standard Plan J-40.10. All junction boxes shall be locking. Type 1 junction boxes shall be located adjacent to the sidewalk within the landscaping strip, if provided, or adjacent to the back of sidewalk if there is not a landscape, or within the shoulder of a non-curbed roadway. Junction boxes remaining or placed within the sidewalk or walking paths shall have non-slide lids. 10.18 Survey Monuments See City of Auburn Standard Detail T-46. Survey monuments shall be placed or replaced in accordance with WAC 332-120 (Survey Monuments – Removal or Destruction), and RCW 58-09.120 and good practice in land surveying. Monuments are required along the centerline of improvement of all new or reconstructed streets. Monuments shall be placed at intersections, points of curvature (PC), and points of tangency (PT). Unless approved otherwise by the City Engineer or designee, ground disturbing activities within 25 feet of an existing survey monument requires securing of a permit from the Department of Natural Resources in advance of those activities. All existing survey monuments that are disturbed, lost, or destroyed during construction shall be replaced by a registered land surveyor registered in the State of Washington at the expense of the responsible party. Any monuments set shall be permanently marked with the certificate number of the Professional Land Surveyor (PLS) setting it (which shall be the same PLS that prepares and certifies the associated monument recording information). 10.19 Bollards See City of Auburn Standard Detail T-03. When necessary to deny vehicle access to an easement, tract, or trail (except for maintenance vehicles) the point of access shall be closed by a line of bollards. These shall include one or more fixed bollards on each side of the traveled way and removable, locking bollards across the traveled way. Spacing shall provide one bollard on centerline of the trail and other bollards at a spacing of 3 feet on center. Where pedestrian access is intended, bollards shall include at least one space between them of 5 feet. Bollards are considered fixed roadside objects and shall meet separation requirements described in Section 10.17. Emergency vehicle access roads shall not be blocked with bollards. Emergency vehicle access roads will be blocked with a gate and knox-lock. City of Auburn Issued February 2024 Engineering Design Standards Page 160 10.20 Bus Transit Facilities Transit facilities in the City of Auburn will be coordinated with the relevant transit agency. When determined appropriate by the City Engineer, or requested by a transit service agency, an applicant for new or expanded development is required to consult with King County METRO, Pierce Transit, Sound Transit, and/or the Muckleshoot Indian Tribal Transit to determine the practicality of how the site can be served by transit-oriented improvements such as bus pullout lanes, bus stops, or other appurtenances. Bus stops are located, designed and installed as part of a cooperative effort between the City and the operating transit agency. Bus stops are managed as part of a right of way use permit granted by the City to the operating transit agency. In general bus stop location and design decisions should follow the facility design guidelines of the operating transit agency. 10.20.01 Bus Stops Locations In general bus stop location and design decisions should follow the facility design guidelines of the operating transit agency. The following are guidelines that indicate where bus stops are appropriate: A. Projected or existing passenger boardings demand warrant a stop. B. The stop is not at a location where traffic level of service standards are not being met or where the stop would cause traffic operations to drop below traffic level of service standards. C. The stop does not obstruct minimum required sight distances. D. The location meets the facility guidelines and fleet specifications of the operating transit agency. E. The stop is required to meet all applicable ADA requirements. 10.20.02 Bus Stops Features In general bus stop location and design decisions should follow the facility design guidelines of the operating transit agency. The following are some guidelines that would indicate what type of treatment would be appropriate by type of bus stop. A. Shelters should be installed at bus stops with an existing or estimated 25 or more boarding per day. B. Benches should be installed at bus stops with an existing or estimated 15 or more boarding per day. C. Trash receptacles should be installed and maintained by the operating transit agency at all bus shelters. A sign should be placed indicating that the shelter stop is maintained by the operating transit agency and giving specific contact information to report problems with the stop including a phone number. D. At all bus stops experiencing 15 or more boarding per day trash receptacles may be placed by the City or adopt a spot group and should be maintained by the City or the adopt a stop group. E. Information schedules and schedule holders shall be placed at all inbound stops (stops where buses are headed toward a major Central Business District), at all transfer points and at heavily used outbound stops. City of Auburn Issued February 2024 Engineering Design Standards Page 161 F. Additional bus stop lighting should be provided at locations where lighting levels are determined to be less than 1 foot candle. 10.20.03 Bus Pullout Lanes The City Engineer may determine that bus pullout lanes are required where bus queuing or staging is required. In making this determination, the City Engineer will consider the following: A. Traffic volumes, bus frequency, and ridership volumes. B. Traffic impacts of an in-lane stop vs a pullout. C. Posted speed limits. Bus pullout locations shall meet the following requirements: A. Placement of bus pullouts shall be on the far side of signalized intersections and non-signalized intersections immediately following the intersection. Distance between pullouts should not be less than 1,000 feet. B. Pullouts should be constructed on both sides of a two-way street in a complementary pair. C. When locating a bus pullout consideration shall be given to existing access points and where passengers have access to sidewalks, crosswalks, ramps, or other pedestrian facilities. Consideration shall also be given to trip attractors, and activity centers. D. Bus pullouts shall be designed to provide for a bus leaving the pullout lane to enter traffic with minimum required entering sight distance per AASHTO. E. Bus pullouts shall be located along roadways meeting minimum stop sight distance requirements per AASHTO. 10.21 Traffic Control Facilities Traffic control facilities are all signs, signals, markings, medians, curbing, and other features used to regulate, warn, or guide traffic. All traffic control devices shall meet the requirements of the MUTCD and the standards herein. 10.21.01 Median Islands The City Engineer may determine that a median island is needed to provide the following: A. Manage/restrict access along a corridor. B. Provide a traffic calming element. C. Provide pedestrian refuge. D. Improve roadway aesthetics. E. Separate opposing travel lanes. Median Islands shall be designed using the same geometric criteria as the street on which they will be constructed. Medians shall also meet the following requirements: A. All edges shall require concrete curb per WSDOT Standard Plan F-10.12. Median edges towards which runoff flows shall include concrete curb and gutter per WSDOT Standard Plan F-10.12. The face of curb shall be offset at least 1 foot from the edge of adjacent travel way. City of Auburn Issued February 2024 Engineering Design Standards Page 162 B. Median ends shall include reverse curves of the curb lane with 20 foot minimum radii to accommodate turning vehicles and street sweeping. C. Minimum median width is 4 feet. D. Median landscaping is not allowed on medians less than 9 feet wide and shall conform to the requirements of Sections 10.11, 10.12 and 10.13. Landscaped medians shall include irrigation systems. Landscaped medians shall provide a 1 foot wide, 6-inch thick, concrete maintenance apron around the perimeter of the median behind the curb. E. Median hardscape shall be stamped concrete with colors and patterns as determined to be required by the City Engineer or designee. F. Street lights on streets with median islands 8 feet in width and greater shall be located in the medians using dual davit arms to light the street on both sides of the median. G. Medians with street lights and/or landscaping will be designed to allow maintenance of the lights or vegetation without requiring full closure of a travel direction(s). 10.21.02 Mountable Curbs Mountable (also referred to as “C” Curbs), are curbs used for the restriction of turning movements and to aid in the channelizing of traffic. The City Engineer may determine that mountable curbs may be required in order to control access along a corridor within the restricted zones of any functional intersection boundary as defined in Section 10.08.04. Mountable Curbs constructed to retrofit existing roadways shall be constructed per City of Auburn Standard Detail T-32. Mountable Curbs constructed on new roadway surfaces shall be cast-in-place curb per City of Auburn Standard Detail T-47. All Mountable Curb shall be painted to match the adjacent roadway striping (yellow or white) and shall be marked with raised pavement markers and flexible tubular delineators at the beginning and end sections as shown on City of Auburn Standard Detail T-32. Mountable curbs shall be designed to account for roadway drainage. 10.21.03 “Pork Chop” Islands “Pork Chop” Islands are barrier islands used to restrict turning movements at driveways. The City Engineer may determine that a pork chop is required where left turns are restricted and other physical barriers such as median Islands or curbing is not feasible. When required, pork chops shall be accompanied by appropriate turn restriction signage in the right-of-way and pavement markings. 10.21.04 Signage All signing shall be per the MUTCD and City of Auburn Engineering Construction Standards. Applicants shall be responsible for providing and installing all traffic control signs, including but not limited to street name signs, regulatory signs, warning signs, barricades, and bicycle/pedestrian signs as required. Sign posts shall be installed per City of Auburn Standard Detail T-24. Mast arm mounted street name signs shall be per City of Auburn Standard Detail T-25. Post mounted street name signs shall be per City of Auburn Standard Detail T-26. City of Auburn Issued February 2024 Engineering Design Standards Page 163 10.21.05 Left Turn Lane Channelization See WSDOT Standard Plans M-3.20 & M-3.40. Single direction left-turn lane channelization shall include a minimum of 150 feet of full-width lane. The standard width of a left-turn lane will be 11 feet. Left-turn arrows per WSDOT Standard Plan M-24.40 shall be installed 25 feet behind the stop bar. Additional storage may be required for long vehicles, anticipated left-turn queues longer than the minimum storage, or to ensure that a left-turn lane is not blocked by an adjacent through queue. If storage length exceeds 150 feet, auxiliary turn arrows will be installed at 100 foot intervals. Deviation requests from the minimum left-turn lane storage requirements will need a traffic study submittal and approval by the City Engineer. The installation of two-way left-turn lanes on City streets will be determined by the City Engineer based on street classifications and left turn requirements. The minimum width of a two-way left- turn lane shall be 11 feet. The delineation lines shall be Single Broken Yellow and a Single Solid Yellow along the opposing lanes per the MUTCD. Two-way traffic arrows shall be spaced every 250 feet along this lane with a minimum of one per block. Left-turn lane at end of two-way left-turn lanes shall conform to WSDOT Standard Plan M- 3.40. Dual left turn lanes shall conform to WSDOT Standard Plan M-3.50. 10.21.06 Right Turn Lane Channelization See WSDOT Standard Plan M-5.10 Right-turn lane pocket channelization shall include a minimum of 150 feet of full-width lane. The standard width of a right-turn lane will be 11 feet. Additional storage may be required for long vehicles, to accommodate anticipated right-turn queues longer than the minimum storage, or to ensure that a right-turn lane is not blocked by a through queue. Deviation requests from the minimum right-turn lane storage requirements will need a traffic study submittal and approval by the City Engineer. Right-turn arrows shall conform to WSDOT Standard Plan M-5.10. “ONLY” lettering per WSDOT 80.10 is required where a through lane converts to a turn lane and other circumstances as determined by the City Engineer. 10.21.07 Lane Division See WSDOT Standard Plan M-20.10 and City of Auburn Standard Detail T-12. All pavement markings used to separate or channelize traffic shall conform to the referenced Standard Plans and to the City of Auburn Construction Standards. Lane division pavement markings on Local Residential streets are not required, except as may be deemed necessary by the City Engineer. 10.21.08 Painted Islands Painted islands will be allowed on a case-by-case basis with approval from the City Engineer. Pavement markings for painted islands shall meet the MUTCD requirements. 10.21.09 Other Pavement Markings Railroad crossing marking shall be per the standard symbol shown on WSDOT Standard Plan M-11.10. City of Auburn Issued February 2024 Engineering Design Standards Page 164 10.21.10 Construction Area Temporary Traffic Control The contractor shall be responsible to provide and maintain all signs, barriers, warning lights, striping, and flag control required for maintaining public safety in construction areas. Traffic control shall be maintained at all times when construction is in progress on all streets, and access points in the construction area. Construction activities will not be allowed in the public right of way without an approved traffic control plan. Contractor to refer to the Construction Standards for further details. 10.21.11 Roadway Barricades Barricades shall conform to the standards described in the MUTCD. Type I or Type II barricades may be used when traffic is maintained through an area being constructed/reconstructed. Type III barricades may be used when streets are closed to traffic. Where provision must be made for access of equipment and authorized vehicles, the Type III barricades may be provided with movable sections that can be closed when work is not in progress, or with indirect openings that will discourage public entry. Where job site access is provided through the Type III barricades, the developer or contractor shall assure proper closure at the end of each working day. Type III barricades shall be used at the end of a local access street terminating abruptly without cul-de-sac bulb or on temporarily stubbed off streets. Each such barricade shall be used together with an end-of-road marker. See City of Auburn Standard Detail T-45. 10.21.12 Traffic Signals Traffic signals shall be designed and constructed in accordance with Sections 8-20, 9-29, and other applicable sections of the Construction Standards. Traffic signal facilities shall utilize video vehicular detection. Induction loops or other solution are only allowed where the City Engineer, or designee, has determined that video detection is not feasible. Wherever existing induction loops are damaged and require replacement, the City Engineer may require their replacement with video detection. WSDOT Standard Plans shall be utilized except the following elements that shall be per City of Auburn Standard Details: Traffic Signal in the DUC Zone: City of Auburn Standard Detail T-38 Traffic Signal Controller and Foundation: City of Auburn Standard Detail T-22 Telecommunication and Luminaire Electrical Trench: City of Auburn Standard Detail T-23 The following definitions are referenced when determining what upgrades to pedestrian push- button and pedestrian signal head systems are triggered by development/construction activity: A. Functionally Accessible: For pedestrian pushbuttons and pedestrian signal heads to be considered accessible from a functionality standpoint, they must be of the brands, makes, and models that are specified by the current Engineering Construction Standards. B. Location Accessible: For pedestrian pushbuttons to be considered accessible from a location standpoint, they must be between 42 and 46 inches in height measured vertically from the centerline of the pushbutton and the adjacent level landing and the pushbutton must be 10 inches or less measured horizontally from the adjacent level landing. City of Auburn Issued February 2024 Engineering Design Standards Page 165 In accordance with the City’s adopted ADA Transition Plan, modification, or expansion of any portion of the electrical systems of a signalized intersection or enhanced crossing requires making all pedestrian pushbuttons and pedestrian signal heads at the intersection or crossing Functionally Accessible. Construction, modification, removal or replacement of any portion of any curb ramp at a signalized intersection or enhanced crossing requires making the pedestrian pushbutton serving the new, modified, or replaced ramp Location Accessible and making all of the pedestrian pushbuttons and pedestrian signal heads at the intersection or crossing Functionally Accessible. 10.21.13 Traffic Calming The City Engineer may determine that traffic calming features are required on existing or new streets to address cut-through or speeding concerns. Potential traffic calming features include varying roadway sections, traffic circles, chicanes, medians, bulb-outs, raised intersections, and raised crosswalks. Speed cushions are not an acceptable traffic calming approach except when considered and installed as either: 1) Part of the City’s Neighborhood Traffic Calming Program, or 2) With approval from the City Engineer, as mitigation on existing roadways where development activity creates the potential for cut-through and/or speeding traffic and the City Engineer determines that other traffic calming approaches would not be applicable or appropriate. Where speed cushions are installed, they will be per City of Auburn Standard Detail T-42. 10.22 City Telecommunication Facilities 10.22.01 Preface The design of City Telecommunications facilities, including intelligent transportation systems (ITS) and general communications fiber located within City right-of-way and easements shall be in conformance with these standards. City telecommunications facilities shall be included in the Public Facility Extension Agreement (FAC) between the developer and the City when the Agreement includes street improvements per ACC 12.64A. 10.22.02 Design Criteria The City has established the following minimum requirements to ensure the efficient construction of City telecommunication facilities with the least impact to City transportation and other utility infrastructure. The design of City telecommunications facilities shall also meet the requirements of Chapter 9. Unless approved otherwise by the City Engineer, or designee, City telecommunications conduits and related facilities are required in conjunction with all street improvements constructing sidewalks, traffic signals, or traffic beacons and may be required with other improvements as determined by the City Engineer, or designee, in accordance with ACC 12.64A. When required, facilities shall extend the full length of the street improvement. Placement of the facilities shall accommodate connection with other existing or future telecommunication facilities within the corridor. 10.22.03 Conduits City telecommunication conduits shall be 3-inch PVC Schedule 40 and shall have a minimum of 24 inches of cover and, except for street crossings, shall be located under the sidewalk per City of Auburn Standard Detail T-23. If no sidewalk is included in the scope of the required City of Auburn Issued February 2024 Engineering Design Standards Page 166 street improvements, the conduit will be installed in the most feasible location within the street construction limits as directed by the City Engineer, or designee. Roadway crossings shall be minimized, and sweeps shall be long sweep 90-degree bends. Trace wire shall be placed within the conduit. 10.22.04 Splice Vaults and Pull Boxes When required, splice vaults and pull boxes shall be per WSDOT Standard Plans J-90.21 and J-90.10, respectively, except that lid marking lettering shall be as specified in the Construction Standards and lids shall not be marked with WSDOT logos or text indicating WSDOT. Splice vaults shall be placed every 1,500 feet. Pull boxes shall be placed every 500 feet and at all intersections. City of Auburn Issued February 2024 Engineering Design Standards Page 167 Issued February 2024 City of Auburn Standard Details STANDARD DETAILS February 2024 City of Auburn Engineering Services Public Works Department 25 West Main Street Auburn, WA 98001-4998 Approved By: Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer Issued February 2024 City of Auburn Standard Details This page intentionally left blank. Issued February 2024 City of Auburn Standard Details PREFACE FOR THE CITY OF AUBURN STANDARD DETAILS Per Auburn City Code (ACC) 12.04.020, all public work construction contracts of the City, including but not limited to streets and sidewalks, storm water and sanitary sewer systems, and water systems, and all work within City public right-of-way performed by the City and others shall conform to the Engineering Construction Standards (ECS). The ECS apply to City capital projects and to work performed by developers and others under construction permits (CON), grading permits (GRA), storm permits (STM), other utility permits, and public facility extensions (FAC). The City of Auburn has adopted the ECS to require the standardization of design and construction elements for consistency, to assure that public safety needs are met, and to comply with Local, State, and Federal regulations. This Standard Details document is a sub-part of the ECS. Unless otherwise noted, references to specifications sections in the Standard Details refer to the Washington State Department of Transportation’s (WSDOT) Standard Specifications (M41-10) for Road, Bridge and Municipal Construction, 2024 edition publication (Standard Specifications), as modified by City of Auburn Special Provisions. Issued February 2024 City of Auburn Standard Details This page intentionally left blank. Issued February 2024 City of Auburn Standard Details This page intentionally left blank. TABLE OF CONTENTS NAME NUMBER BANNER DETAIL G-01 TEMPORARY CONSTRUCTION SITE SIGN BOARD (4'x4') G-02 TEMPORARY H.U.D. CONSTRUCTION SITE SIGN BOARD (4'x4') G-04 TEMPORARY CONSTRUCTION SITE SIGN BOARD (8'x4') G-05 PULL BOX (CITY TELECOMMUNCATIONS PULL BOX)J-90.10 SMALL CABLE VAULT (CITY TELECOMMUNCATIONS SPLICE VAULT) J-90.21 TEMPORARY CONSTRUCTION ENTRANCE/EXIT E-01 SILT CONTROL FENCE E-02 CATCH BASIN INLET PROTECTION E-03 ALTERNATE CATCH BASIN INLET PROTECTION E-04 GRADING/EROSION DISCHARGE CONTROL STRUCTURE E-05 TYPICAL PIPE TRENCH BACKFILL T-01 EXISTING ROADWAY RESTORATION OF UTILITY TRENCHES T-02 EXISTING ROADWAY RESTORATION OF UTILITY TRENCHES IN INTERSECTION T-02A TYPICAL BOLLARD INSTALLATION T-03 DRIVEWAY WIDTHS AND LOCATION T-04 ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE T-05 STREET TREE T-06 NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION T-07 NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) SINGLE UNIT T-08 NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MULTIPLE UNITS T-09 DOUBLE CENTERLINE WITH RAISED PAVEMENT MARKERS T-12 CEMENT CONCRETE SIDEWALK WITH LANDSCAPE STRIP T-13 PERVIOUS CEMENT CONCRETE SIDEWALK T-14 CEMENT CONCRETE SIDEWALK WITHOUT LANDSCAPE STRIP T-15 BICYCLE LANE MARKINGS T-17 LUMINAIRE AND CONDUIT LAYOUT DETAIL T-18 LUMINAIRE POLE T-19 UNIFORM LUMINAIRE WIRING DETAIL T-20 POWER SERVICE CABINET DETAIL T-21 TRAFFIC SIGNAL CONTROLLER & FOUNDATION DETAIL T-22 TELECOMMUNICATION AND LUMINAIRE ELECTRICAL TRENCH T-23 TYPICAL SIGN POST INSTALLATION T-24 GENERAL DETAILS TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) DETAILS For additional TESC details and figures see the City of Auburn SWMM TRAFFIC DETAILS WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) Issued February 2024 City of Auburn Standard Details This page intentionally left blank. NAME NUMBER GENERAL DETAILSMAST ARM MOUNTED, STREET NAME SIGN DETAIL T-25 POST MOUNTED, STREET NAME SIGN DETAIL T-26 REPAIR OF EXISTING CEMENT CONCRETE PANEL IN ROADWAY T-27 DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD T-28,28A,28B LOCAL RESIDENTIAL ORNAMENTAL STREET LIGHTING STANDARD T-29 TYPICAL PLAN FOR TREE GRATE T-30 PRIVATE ACCESS ROAD / SHARED DRIVEWAY T-31 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB RETROFIT T-32 STANDARD DRIVEWAY - OFFSET APRON T-34 ALTERNATE DRIVEWAY - INLINE (DROP) APRON T-35 STREET LIGHTING LAMP SCHEDULE T-37 DOWNTOWN DECORATIVE TYPE III COMBO LIGHTING & MAST ARM SIGNAL T-38 DOWNTOWN DECORATIVE LIGHT POLE T-39 "NO PARKING" SIGN T-40 CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION T-41 SPEED CUSHION DETAIL T-42 SPEED CUSHION PLAN T-42A DOWNTOWN PEDESTRIAN CROSSWALK T-43 DOWNTOWN BRICK PAVER BAND T-44 TYPICAL TRAFFIC BARRICADES T-45 POURED IN PLACE MONUMENT TYPE A MODIFIED T-46 CAST-IN-PLACE DUAL MOUNTABLE CEMENT CONCRETE TRAFFIC CURB T-47 SENSITIVE AREA SIGN COMMERCIAL AQUATIC T-48 DOWTOWN PEDESTRIAN PUSH BUTTON STANDARDS T-49 RECTANGULAR RAPID FLASHING BEACON T-50a, 50b RAISING BEAM GUARDRAIL DETAIL C-1 BEAM GUARDRAIL ANCHOR TYPE 2 C-6a CEMENT CONCRETE CURBS F-10.12 PARALLEL CURB RAMP F-40.12 PERPENDICULAR CURB RAMP F-40.15 SINGLE DIRECTION CURB RAMP F-40.16 DETECTABLE WARNING SURFACE F-45.10 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2,3, & 4 F-80.10 LOCKING LID STANDARD JUNCTION BOX TYPES 1 & 2 J-40.10 TYPE 3 BARRICADE K-80.20 LEFT TURN CHANNELIZATION REDUCED TAPERS M-3.20 TWO-WAY LEFT TURN AND MEDIAN CHANNELIZATION M-3.40 DOUBLE LEFT-TURN CHANNELIZATION M-3.50 RIGHT TURN CHANNELIZATION M-5.10 BICYCLE LANE SYMBOL LAYOUT M-9.50 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) Issued February 2024 City of Auburn Standard Details This page intentionally left blank. NAME NUMBER GENERAL DETAILSRAILROAD CROSSING LAYOUT M-11.10 CROSSWALK LAYOUT M-15.10 LONGITUDINAL MARKING PATTERNS M-20.10 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS M-24.40 SIDE SEWER STUB S-01 PRIVATE SANITARY SIDE SEWER CLEAN OUT S-02 PUBLIC SIDE SEWER CLEANOUT (8" OR LARGER)S-03 24" DIA. MANHOLE FRAME AND COVER S-04 RETROFIT EXISTING MANHOLE WITH INSIDE DROP S-05 EXTRA SHALLOW MANHOLE DETAIL S-06 MANHOLE AT END OF SANITARY SEWER LINE S-07 MANHOLE CHANNEL CONSTRUCTION S-08 FLOW RESTRICTOR S-09,9a COVERED CURB OPENING INLET S-10 CATCH BASIN TYPE 1 B-5.20 CATCH BASIN TYPE 2 B-10.20 MANHOLE TYPE 1 B-15.20 MANHOLE TYPE 2 B-15.40 COMBINATION INLET B-25.20 CONCRETE INLET B-25.60 CEMENT CONCRETE CURB AND GUTTER PAN F-10.16 WATER MAIN BLOCKING W-01 TYPICAL AIR AND VACUUM RELIEF VALVE DETAIL W-02 2" PERMANENT BLOW OFF ASSEMBLY W-03 TEMPORARY BLOW OFF DETAIL W-04 WATER SAMPLING STATIONING DETAIL W-05 3/4" TO 2" IRRIGATION FROM DOMESTIC SERVICE LINE (SINGLE FAMILY) W-06 5 1/4" M.V.O. HYDRANT SETTING DETAIL W-07 FIRE HYDRANT LOCATION IN CUT OR FILL W/ GUARD POSTS W-08 2" FIRE SPRINKLER LINES WITH 3/4" TO 2" DOMESTIC SERVICE LINE W-09 1" WATER SERVICE INSTALLATION W-13 1 1/2" & 2" WATER SERVICE W-14 WATER METER LOCATION & MATERIAL SCHEDULE W-15 3" OR LARGER WATER METER INSTALLATION W-16,16a VALVE WRENCH EXTENSION BOX W-17 C.I. VALVE BOX TOP & VALVE BOX COVER W-18 5" C.I. SOIL PIPE VALVE BOX EXTENSION & C.I. VALVE BOX BOTTOM W-19 NON-SINGLE FAMILY SERVICE LINES W-20 SANITARY SEWER AND STORM DRAIN DETAILS WATER DETAILS WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) Issued February 2024 City of Auburn Standard Details This page intentionally left blank. NAME NUMBER GENERAL DETAILSTEMP. COMBINATION HYDRANT METER/ REDUCED PRESSURE BACKFLOW ASSY. W-21 REDUCED PRESSURE BACKFLOW ASSY. (OUTSIDE INSTALLATION) W-22 REDUCED PRESSURE BACKFLOW ASSY. (INSIDE INSTALLATION) W-23 DOUBLE CHECK VALVE ASSEMBLY (OUTSIDE INSTALLATION) W-24 DOUBLE CHECK VALVE ASSEMBLY (INSIDE INSTALLATION) W-25 PIPE CASING DETAIL W-26 75’ OF 1/4”0 NYLON ROPE CONTINUOUS THROUGH TOP AND BOTTOM OF BANNER. CONNECT ENDS TO EXISTING MOUNTS.3/8”0CABLE30 MAX24’ MIN1.5’ TYP.MAX.►A~=dfX<WIND - SLOTS2.5’ H45’ TYP.L2.5’1” METAL GROMMET (3/8” INSIDE DIA.) TO ACCOMMODATE 3/4” LINK SNAP LOCKS AS SHOWN-UD00r-O^t"=F=►A-—EXISTING 3/8”0 STEEL CABLE-LINK SNAP LOCK3/4” LINK SNAP LOCKS (AS SHOWN)\v\7Li_l/\//o/1/4” 0NYLON ROPE\o</\crl/4”0 NYLON ROPE -/lstr/riz mV/\/\/OV\/<\/OclBANNERMATERIAL\/\REINFORCING STITCHES ON SEAMS AT TOP & BOTTOM OF BANNER AS SHOWNSECTION A-AFRONT VIEWNTSNTSNOTES:EXIST. 3/8”0 STEEL CABLELINKSNAPLOCKWIND SLOT SHALL BE 6” DIAMETER HALF CIRCLE, MINIMUM. THEY MAY BE LOCATED IN AREAS WHICH DO NOT DETRACT FROM THE BANNER.1.WIND SLOTS SHALL BE SPACED ONE SLOT PER 5 FT. OF BANNER LENGTH.2.nO1/4” ROPEBANNER SHALL BE DURABLE TEARING RESISTANT MATERIAL, I.E., NYLON, VINYL, ETC.3.STITCHINGBANNER SHALL BE CONNECTED TO EXISTING CABLE WITH DETACHABLE 3)4’AS SHOWN. OTHER METAL RING TYPES WILL NOT BE ACCEPTED. APPLICANT SHALL PROVIDE A MINIMUM OF 40 LINK SNAP LOCKS INSTALLED ON THE TOP AND BOTTOM OF BANNER AS SHOWN (20 ON EACH SIDE). NOT ALL LOCATIONS REQUIRE LINK SNAP LOCKS ON THE BOTTOM. APPLICANT TO VERIFY DURING BANNER APPLICATION SUBMITTAL.LINK SNAP LOCKS4.GROMMETBANNER - MATERIAL (SINGLE LAYER)REINFORCING STITCHES SHALL BE PROVIDED ON SEAMS AT TOP & BOTTOM OF BANNER.5.BANNER SHALL BE CONSTRUCTED USING A SINGLE LAYER OF BANNER MATERIAL. DOUBLE SIDED BANNERS SHALL HAVE PRINT ON BOTH SIDES OF THE SINGLE LAYER MATERIAL.6.ySIDE VIEWBANNER CONSTRUCTION SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO BANNER BEING DEPLOYED AT THE PERMITTED LOCATION.7.NTScn-j uvujtn1 4V/ i O' I BS(ALLOW FOR SAG)DATE:6XG3NIONAPPROVED BY BANNER DETAIL N9±{?N1HSVM1G-01.3STANDARD DETAIL:PUBLIC WORKS DEPARTMENT 4’ 4” ol TYP. 1/2” BORDER 3” TYP.—i R=1/2 )>i o ro CM — 4C CITY OF AUBURN PROJECT NAME :IZ CITY)FAUBURN' _L PRd ECT NAME CLProject no:____ Contractor:___ Estimated Starting Date:_ Estimated Completion Date:__ Project no,: Contractor: _ Estimated Starting Date: AJ Estimated Completion Date: v- >-i—o 4”ro *-TYP. For More Information Please Call 253.931,3010 Fit More Infomlati Please CaL 253.931.30'” nCITY OF -.'Jl'Ul CD EVl 1'lS IsWASHINGTON A Sc Of Oily of Auburn 1 Giy of AuburnP i • LLV- >Hro ro i 1/2 n2Cin CM TYP. h s y k ASTj. /WIWAV ~c!cmI YAolnuL Jh X1A5Lis h.Y EXISTING GRADE 5" bUstf_JcYL j !'•ri. Ais!b'_ J £E j 5 CONSTRUCTION NOTES:■::■Vi SIGN BOARD SHALL BE CONSTRUCTED FROM 4’x4’x3/4” EXTERIOR MARINE PLYWOOD. ALL LETTERS AND NUMERALS SHALL BE SERIES C. LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM SERIES 1700 OVER 3M DIAMOND GRADE VIP OR BETTER. 1.L. c>c V I.Q 3 2.>eo. %B3 3. o 2 T£SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY TAMPING GRAVEL OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND. BRACING MAY BE REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER. 4.o•QCO CO cc T Ic 3 SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4"x4”x8’ POSTS WITH THE FOLLOWING GALVANIZED FASTENERS AND SIZES AS INDICATED: 5. o i;:4 EA. 1/4” DIA.x6 4 EA. 1/4” NUTS 8 EA. 1/4” WASHERS »» CO oCM K) V.h*::OI O APPROVED,* BY CITY ENGINEER:DATE; .cityof • Zlsbo DEVELOPMENT & PUBLIC WORKS DEPT! e TEMPORARY CONSTRUCTION SITE SIGN BOARD (4’x4’) o 5k.n 'B N STANDARD DETAIL:COM G-02.1n. 4’ 4” £L TYP. 1/2” BORDER >-3C CLiro >-R=1/2 n CNJ CITY OF AUBURNPROJECT NAME mjF AUBURN' PRC® CT NAMEi i i i (Project No:_____ Contractor:_____ Estimated Starting Date:_ Estimated Completion Date:__ Community Block Dev. Grant:_ City Utility Funds:_ Project No: Contractor:T H. 4CCNJ•4"3C r Estimated Completicpate: . i Community BIck* DeTAt S-City Utility Fundsu i i)R = 3 sz:-YOF %CO-\/WASHINGTON WASHINGTON.FofMcrainferiaiicii PfeaseCai “ This Is \ For More Information \ PleaseCal \ 253.931.30j0 * ThsiiA Sc* OfOily of Auburn Progress Process 253*3*: *ro 1 CL4- >-i/ Q / VV ro 1/2 »LD 2C* %Csl TYP.EXISTING GRADE % O.s 0 pmi4 * 4♦a bo £££; £LD *O E )2 I .STY _ J _ J _ JoC o CI ■X) CONSTRUCTION NOTES: IT crC SIGN BOARD SHALL BE CONSTRUCTED FROM 3/4” EXTERIOR MARINE PLYWOOD. ALL LETTERS AND NUMERALS SHALL BE SERIES C. 1.*Eo 2.>2Ie>3.LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM SERIES 1700 OVER 3M DIAMOND GRADE VIP OR BETTER.qS H *SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY TAMPING GRAVEL OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND. BRACING MAY BE REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER. 4. GO co c3<r SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4”x4”x8’ POSTS WITH THE FOLLOWING GALVANIZED FASTENERS AND SIZES AS INDICATED: 4 EA. 1/4” DIA.x6 4 EA. 1/4” NUTS 8 EA. 1/4” WASHERS 5.co if)/: to o<N n S(-• o ij a I APPROVED BY CITY ENGINEER: DATE:TEMPORARY H.U.D. CONSTRUCTION SITE SIGN BOARD (4’x4’) • CITYOFAuburnO SjsUoIt.AJt WASHINGTON DEVELOPMENT & PUBLIC WORKS DEPT!:8 COMMU STANDARD DETAIL:G-04.10 83/4” BORDERR=1/2NvTYP.1/2:3C6iTYP.CITY OF AUBURNPROJECT NAMETYP.Q_CD >-IroCMProject No.:__Contractor:___Estimated Starting Date: _ Estimated Completion Date:ICITY 8F AUBURN _—LfROJECT NAMEii4Ciito.: _This Is A Sign Of ProgressFor More Infomjatioh Please Call 253.931.301b -■orintractor:3CWASHINGTONb^QF AUBURN2C—Q.— — >te:ii—roI4 EA. 3/8” DIA. x 6” GALV. BOLTS W/ TOTAL OF (8) EA. WASHERS, & (4) EA. NUTSThis Is__AWiotPramsFor More l«fa/nal>! Pleasp'CsKi | 253331.3010 jinCDf CF^Y Of AUBURNCLV- >-30roCDY—N>I2CCMEXISTINGGRADEWMWmWMWMMMM1§k\Y<\CD&CONSTRUCTION NOTES:SIGN BOARD SHALL BE CONSTRUCTED FROM 4’x4’x3/4” EXTERIOR MARINE PLYWOOD. ALL LETTERS AND NUMERALS SHALL BE SERIES C.1.2.LETTERING SHALL BE BLACK ON WHITE BACKGROUND USING 3M SCOTCHLITE EC FILM SERIES 1700 OVER 3M DIAMOND GRADE VIP OR BETTER.3.SIGN AND POSTS SHALL BE PLANTED INTO AN UNYIELDING SOIL AND REINFORCED BY TAMPING GRAVEL OR SMALL ROCKS WHEN NECESSARY TO ASSURE RESISTANCE AGAINST STRONG WIND. BRACING MAY BE REQUIRED AT SOME LOCATIONS AS DIRECTED BY THE ENGINEER.4.SIGN BOARD SHALL BE FABRICATED AND MOUNTED ON 2 EACH 4”x4”x8’ POSTS WITH THE FOLLOWING GALVANIZED FASTENERS AND SIZES AS INDICATED:4 EA. 3/8” DIA.x6”4 EA. 3/8” NUTS 8 EA. 3/8” WASHERS5.Plotted by: Craig Dobyns on 7/13/2016 Flic location: M:\Construction Standard Detalla\Approved Drawing Files (dwg)\General\STDETL—G-05.1APPROVES] BY CITY ENGINEER:DATE:TEMPORARY CONSTRUCTION SITE SIGN BOARD (8’x4’) 4CITY OFAuburn WASHINGTON \ onand :i cA ?? INBNdOlBAg-CJ? AlINtMjflOOWORKS DEPT. STANDARD DETAIL:G-05.1 INSTALL DRIVEWAY CULVERT IF ROADSIDE DITCH IS PRESENT NOTE: FOR ADDITIONAL INFORMATION PERTAINING TO CONSTRUCTION ENTRANCE / EXIT, REFER TO DEPT. OF ECOLOGY BMP C105 n 1 InEXISTING ROAD ' 11Humif7/7/ a 'UX \ %\o^ &25’-fill AV//V." /4”-8 QUARRY SPALLS I Ai//m 7 Ji\V\J\ \25’ MIN. FOR SMALL SITE (SEE NOTE 1)WWW Qm3EOTEXTILE FOR SOIL------- STABILIZATION PER WSDOT STANDARD SPECIFICATION SECTION 9-33 v Y...../>r . ,^o _ 15’ MIN. FOR SMALL SITE (SEE NOTE 1) 12” MIN. THICKNESSo ■ £MAINTENANCE STANDARDS: SMALL SITE IS DEFINED AS A SITE THAT ADDS OR REPLACES LESS THAN 5,000 SQUARE FEET OF IMPERVIOUS SURFACE & DISTURBS LESS THAN ONE ACRE. 1.1c O '5I 2. QUARRY SPALLS PLUS WOVEN GEOTEXTILE FABRIC UNDER ROCK SHALL BE ADDED AS NEEDED TO KEEP THE ENTRANCE IN CONFORMANCE WITH THESE STANDARDS.77 tJ IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE SHOVELING, PICKUP SWEEPING, & HAND SWEEPING, AN INCREASE IN THE ENTRANCE DIMENSIONS, OR THE INSTALLATION OF A SELF-CONTAINED WHEEL WASH STATION, (REFER TO DOE BMP C-106 FOR MORE INFORMATION). ANY SEDIMENT THAT IS TRACKED ONTO STREET PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SHOVELING, PICKUP SWEEPING, & HAND SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ONSITE. PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE & THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 3.tz c* o 7EI 4.qI •p ■C (/) ■ c o 5.ANY ROCK SPALLS THAT ARE LOOSENED FROM THE DRIVEWAY PAD & ONTO THE ROADWAY SHALL BE REMOVED IMMEDIATELY. VACTOR TRUCK MUST BE USED TO CLEAN CATCH BASIN IF IT BECOMES PLUGGED. VEHICLES SHALL NOT ENTER OR EXIT THE SITE OTHER THAN THE CONSTRUCTION ENTRANCE(S). REMOVE TEMPORARY CONSTRUCTION ENTRANCE/EXIT UPON COMPLETION OF THE ON-SITE WORK. o C <o 6.oN n N.r-. 7.g.XI a a» E APPROVED BM CITY ENGINEER: DATE:TEMPORARY CONSTRUCTION ENTRANCE / EXIT .CITY OFO £WASHINGTON_ yp/ELOPMENT & PUBLIC WORKS DEPT.COMMU STANDARD DETAIL:E-01.1a. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS--------------- 2”x2”, 14 GA. WIRE MESH OR EQUIVALENT IF STANDARD FILTER FABRIC IS USED. EXISTING GRADE-A rnm — MIN. 4” DEEP TRENCH \ |T" I II I u Au 6’ MAX. SPACING MAY INCREASE IF WIRE BACKING IS USED SILT FENCE NOT TO SCALE MAINTENANCE STANDARDS:STEEL FENCE POSTS---------INSPECT WEEKLY ON ACTIVE SITES, MONTHLY ON INACTIVE SITES, & AFTER EACH STORM EVENT TO VERIFY PROTECTION IS STILL ADEQUATE. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 1.io 2”x2”, 14 GA. WIRE MESH OR EQUIVALENT IF STANDARD FILTER FABRIC IS USED---------- . 1tz a IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT POND. 2.I FILTER FABRICa> TJ 3. THE UPHILL SIDE OF THE FENCE SHALL BE PERIODICALLY CHECKED FOR SIGNS OF CLOGGING CAUSING CHANNELIZATION OF THE FLOWS PARALLEL TO THE FENCE. IN SUCH CASE, REPLACE THE FENCE AND OR REMOVE THE TRAPPED DEBRIS AND SEDIMENT. MULCHc OI CNI TJ MIN. 4 DEEP TRENCH 2I» o1 SEDIMENT AND DEBRIS BUILD UP MUST BE REMOVED WHEN 6” HIGH. 4.•E BACKFILL TRENCH W/ 3/4”—1 1/2” WASHED GRAVEL OR NATIVE SOIL------------ •o 1’—0CO REMOVE AND REPLACE DETERIORATED FILTER FABRIC DUE TO ULTRAVIOLET BREAKDOWN. i 5.MIN. STEEL FENCE c3 MIN. 4” WIDE UPON COMPLETION OF WORK AND WHEN ALLOWED BY THE CITY OF AUBURN, THE CONTRACTOR SHALL REMOVE ALL FILTER FABRIC FENCE AND GRAVEL. PROVIDE FINISH GRADES WITH SURFACING MATERIAL AND L4NDSCAPING AS REQUIRED. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 6.TRENCH LINEo SECTION A-A NOT TO SCALEGI to NOTES:oINN,K) N 1. 1o FOR ADDITIONAL TECHNICAL INFORMATION, REFER TO WSDOE BMP C233.2. a DATE:APPROVED ,Y CITY ENGINEER:p..CITY OF_ -1 SILT CONTROL FENCE o COMMUimY DEVELOPMENT & PUBLIC &WASHINGTON g WORKS DEPT. STANDARD DETAIL:E-02.1Q. a .GEOTEXTILE FABRIC t>DRAINAGE GRATE, RECTANGULAR GRATE SHOWN------rt> 6 a c*A' 5” MAX.. t>t>a t>.-A hA A, t>t>at>CURB & GUTTER -': 5?muvs>OVERFLOW BYPASS OPENING (TYP.)------------------ MAINTENANCE STANDARDS: „-cf. : SEDIMENT AND DEBRIS RETRIEVAL STRAPS (TYP.) ,v,- ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC SHALL BE REMOVED PROMPTLY AND DISPOSED OF. 1. w BELOW DRAINAGE GRATE DEVICE V 2.SEDIMENT SHALL NOT BE REMOVED WITH WATER INSIDE THE BASIN. REGULAR MAINTENANCE IS REQUIRED. INSPECT WEEKLY ON ACTIVE SITES, MONTHLY ON INACTIVE SITES, & AFTER EACH STORM EVENT TO VERIFY PROTECTION IS STILL ADEQUATE. REPLACE AS NEEDED. DO 3.SCHEMATIC DETAIL VIEW NOT TO SCALE CURB & GUTTER -5” MAX.CATCH BASIN WITH GRATE4. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN IT HAS FILLED 1/3 OF THE STORAGE CAPACITY OF THE FILTER DEVICE. 15"EDGE OF>aaa ■CN • t>TRIMA AfOAO ■lj £GRATE FRAME±.a6 5.THE GEOTEXTILE FABRIC FILTER MEDIA SHALL BE INSPECTED AFTER EACH STORM EVENT & CLEANED OR REPLACED WHEN 1/3 OF STORAGE CAPACITY IS REACHED, OR MONTHLY, UNDER NORMAL WEATHER CONDITIONS, WHICHEVER OCCURS FIRST. REMOVE CATCH BASIN INLET PROTECTION DEVICE UPON COMPLETION OF THE WORK. izdV t>a AJ-“ao!>.c p*c BELOW DRAINAGE GRATE DEVICE c.; e tA •O a ✓CD OVERFLOW BYPASS OPENING (TYP.) S n->a O'ct a ao* 6.ac O o FILTERED WATER — Do SEDIMENT AND DEBRIS •Ea NOTES:~ccr- (O 1. THIS DEVICE IS APPLICABLE TO WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT THIS INSERT DEVICE SHALL HAVE A MINIMUM OF 0.5 C.F. OF STORAGE. IT SHALL ALSO PROVIDE FOR DE-WATERING STORED SEDIMENT, AN OVERFLOW, AND EASE OF MAINTENANCE. FOR ADDITIONAL TECHNICAL INFORMATION, REFER TO WSDOE BMP C220. co3 Tr%ac0 Ao 2 aaoA I a2.oo CATCH BASIN ©■a-. aIT.a o.■ t>' > » 5 ■oo aa'ao i i a CM cs o SECTION A-A3.■ Io NOT TO SCALEQ o> s APPROVED BY CITY ENGINEER:DATE:.CITYOF^ -L CATCH BASIN INLET PROTECTION O Vs rOjo) O/^Q ( 'DEVELOPMENT 8c PUBLIC WORKS DEPT. . : WASHINGTON I COM Nl STANDARD DETAIL:E-03.2 A O CEMENT CONCRETE BLOCK WITH HOLES IN HORIZONTAL POSITION, TYP.------FILTER FABRIC O T I I □11 i nn 3in i J L CATCH BASIN GRATE□□ OVERFLOW WATER DIRECTIONx □ □/□□i ii i i ii i□ □ J L CEMENT CONCRETE BLOCK WITH HOLES FACING UP, TYP. —A A GRAVEL FILTER WITH 3/4” TO 1-1/2” OF CLEAN WASHED ROCK AREA DRAIN PLAN VIEW PONDING HEIGHTr FILTER FABRICNTSCM 3 OVERFLOW WATER DIRECTION OVERFLOW WATER DIRECTION ■ A£ITT7-------n I 11|H I I I I Inn1 11 ! j1 I'M M \A Yk ka I 'XIo l Y77$7/^7^t7M/7-y <Vo o MAINTENANCE STANDARDS:Y\</>oas \ANY ACCUMULATED SEDIMENT ON OR AROUND THE GRAVEL FILTER SHALL BE REMOVED PROMPTLY AND DISPOSED OF. SEDIMENT SHALL NOT BE REMOVED WITH WATER INSIDE THE CATCH BASIN. INSPECT WEEKLY ON ACTIVE SITES, MONTHLY ON INACTIVE SITES, & AFTER EACH STORM EVENT TO VERIFY PROTECTION IS STILL ADEQUATE. REPLACE AS NEEDED. REMOVE CATCH BASIN PROTECTION UPON COMPLETION OF PROJECT. THIS DETAIL IS APPLICABLE ONLY WHERE PAVEMENT DOES NOT EXIST AROUND THE CATCH BASIN. 1.Q 16rv.CI A . It>3c c tD D 8SBo2. D5 ■E TYPICAL CEMFNT CONCRETE Bl OCKXJ3.(O NTSI "Fc<3 ■ A NOTES: SECTION A-A 1. BASIN INLET IN SOME AREAS MAY REQUIRE (2) STACKS OF CEMENT CONCRETE BLOCKS, AS DIRECTED BY THE ENGINEER. 2. FOR ADDITIONAL TECHNICAL INFORMATION, REFER TO WSDOE BMP 0220. 4.NTS 5.C co o a ■ a 2 APPROVED BY CITY ENGINEER: DATE:ALTERNATE CATCH BASIN INLET PROTECTION .CITY OFO X?(-2d IcQo/V EVELOPMENT & PUBLIC WORKS DEPT. >7.a WASHINGTONs COM TY STANDARD DETAIL:E-04.2 48” MIN. PERFORATED CMP STANDPIPE, W/ (40) 1”0 MIN. HOLES @ 10” O.C., OPEN TOP CLOSED BOTTOM, ENCASED IN CONCRETE---------------------------- DISTANCE GREATER THAN MIN. HEAD TO PASS DESIGN STORM i SHOW OVERFLOW ELEVATIONS------SHOW TOP OF BERM ELEVATION SHOW & DESIGNATE THE DESIGN STORM ELEVATIONSILT FENCE (TYP.)--------WATER SURFACEn'»— 6WATER TIGHT SEAL o nAyn■ /SHOW INVERT ELEVATION — 8” DIA. PVC MIN. — -1-----H----------O o ,:,WY EL ftII— 6oo o!oV UJ<O oQ<LUoX0o <X00 IX■c18S8H%hJ*. Afij - V 3 o <X,<Vx< QSHOW ”Q ALLOWABLE oM CO coEssrUrko A/i " in A' s\: Ss\/?8"x8”x8” PVC TEE WITH RUBBER GASKET JOINTS — SHOW POND BOTTOM ELEVATION- oo _£1 /> V' 1 s gapc:V.3/4” TO 1-1/2 WASHED ROCK GRAVEL CONE tt SHOW ORIFICE SIZE AS REQ’D--------------- o I 0 6” CONC. BASE----- *TJ COMPACTED GRAVEL BASEIZ rcaEQ NOTES:>2a B PROVIDE A RIP RAP LINED SPILLWAY, 6” MINIMUM ABOVE STANDPIPE, OPEN TOP. A MULTIPLE PHASE POND SEPARATED BY PERVIOUS GRAVEL WINDOW MAY BE REQUIRED TO CONTROL AND TRAP SEDIMENT, AND TO REDUCE DISCHARGE ENERGY. POND CHARACTERISTICS SUCH AS DESIGN VOLUME, INFLOW, OUTFLOW, AND MAXIMUM HEAD SHALL BE SHOWN ON PLANS. 1. *5I 2. E! •cc'(/>3.cc1Ic5 THE OUTLET PIPE SHALL BE A MINIMUM OF 8” DIAMETER. INDICATE SEASONAL HIGH GROUND WATER ELEVATION. 4. 2: 5.ccS3 THIS DETAIL IS FOR DESIGN GUIDANCE ONLY, THE ENGINEER IS RESPONSIBLE FOR PROVIDING THE NECESSARY ELEVATIONS AND ORIFICE SIZES. REFER TO WSDOE BMP 220 FOR ADDITIONAL INFORMATION. 6.«IZ to o<N 7.SN Co a x APPROVED BY CITY ENGINEER:DATE:GRADING/EROSION DISCHARGE CONTROL STRUCTURE .CITY OFC (A skjzoij, >KTV DEVELOPMENT & PUBLIC ' I£> WASHINGTON COM M l/!WORKS DEPT.STANDARD DETAIL:E-05.1ri: 2/9/20230505 2/9/20233053 FOR PLASTIC POSTS USE 4” WHITE REFLECTIVE TAPE, WOOD POSTS SHALL BE PAINTED 1/8” THICK MIN. GALVANIZED STEEL TUBE OR ALUMINUM TUBE, INTERIOR SIDE DIMENSIONS ARE 1/4” GREATER THAN POST DIMENSIONS CD 4 CM 8”x8”x4’ '>Y\\Y\\Y7L .□•/a j • o/4>X:v I.CD\X NXA./XS \\X 00,■v'/ .LV I y'r/, -A \500 LBS. (MIN.) TEST GALVANIZED CHAIN ANCHORED IN CONCRETE \N;CD > :•X »■»’//XREMOVABLE t=i------r=rh .\/C\l (V§BOLLARD 4X1*NOT TO SCALE 0.CLASS 3000 CONCRETE- r/A t».t>A 6”Lx3/8” DIA. STEEL ROD, CHAIN ANCHOR \ t>/• Yw\—X\X4X<: 2” GALVANIZED PIPE I 1/2” GALVANIZED EYE BOLT WITH WASHER AND NUT. RECESSED NUT AND PIN BOLT THREAD 1” CHAMFER, ALL SIDES, TYP. a24 SECTION A-A NOTES:NOT TO SCALE it8”x8”x5’—6 RECYCLED PLASTIC OR TIMBER, SEE NOTE 1 RECYCLED PLASTIC BOLLARDS SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR OF DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH WEATHER BORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH REQUIREMENTS OF SEC. 9-09.3(1) (GENERAL REQUIREMENTS) OF WSDOT STANDARD SPECIFICATIONS AND CITY’S AMENDMENTS THERETO. TOP 5” OF TIMBER SHALL BE PAINTED WHITE. GALVANIZED STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. ALL STEEL PARTS SHALL BE GALVANIZED. CEMENT CONCRETE SHALL BE CLASS 3000. MINIMUM OF 5’—0” O.C. SPACING. BOLLARD SHALL BE PLUMBED VERTICALLY IN ALL DIRECTIONS. 1. CD I IN S54 / vs 2.\ &DIRECT BURIED IN COMPACTED NATIVE OR IMPORTED SOIL fO »-'A 3. •Xn ;K£S 4.4< 7^; 4 5. /M/sZ/sf// 6. FIXED BOLLARD 7.NOT TO SCALE DATE: _________________________ UNITY DEVELOPMENT & PUBLIC"WORKS DEPT. APPROVEDDBY CITY ENGINEER:TYPICAL BOLLARD INSTALLATION .CITY OF^ ( lU]/WASHINGTON STANDARD DETAIL:T-03.2CO RECYCLED PLASTIC OR TIMBER, SEE NOTE 1------------------ 1” CHAMFER, ALL SIDES, TYP.4 X00X<00□ □NOTE 6<SEEPlotted by: Craig Dobyns on 2/2/2018 Rio location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL—T—03.2 3/1/2023 6’ DIA. OR12” (TYP. EA. SIDE)NOTE 2 6’ SQUAREJUNCTION BOX LID & NEW CONC. COLLAR SHALL BE FLUSH W/ FINISH GRADE 6” MIN. HMA, — 1/2” PAVEMENT PATCH £m>-- t:t I rm NOTE 4 'y/X4 ■■ ‘ . % WT~W* 55#' 6” MIN. CLASS EXISTING A.C. PAVEMENT — MANHOLE fOR CB) IN ASPHALT ARFA NOT TO SCALE 4000 CEMENT CONC. NOTE 4 6” MIN. CLASS 4000 CEMENT CONC. JUNCTION BOX IN UNIMPROVED EXISTING GRADE 6’ DIA.OR PARTIAL ASPHALT AREA NOT TO SCALE OR 6’ SQUARE VALVE BOX & LID SHALL BE FLUSH W/ EXIST. GRADE or >a I \ t> 12 NOTE 4 NOTE 2 TYP. MANHOLE OR CATCH BASIN IN UNIMPROVED AREA NOT TO SCALEw!, ■%l FOG TITE VALVE POST MARKER, 60# SEE NOTE 36” MIN. 1/2 PAVEMENT PATCH V NOTE 4IT)O'3’T a VALVE BOX IN ASPHALT AREA 12 TYP.I£NOT TO SCALEs T12O C\J§ 2 “WM-■> I 4^* "m 6” MIN. CLASS 4000 CEMENT CONCRETE----- -—#S t o VALVE BOX, LID, & CONC. COLLAR SHALL BE FLUSH W/ FINISH GRADE %1 NOTE 4■E XI (ft VALVE BOX IN UNIMPROVED AREAotsNOT TO SCALEIcNOTES:8s.1. ADJUSTMENT OF SANITARY SEWER AND STORM STRUCTURES SHALL BE PER SECTION 7-05.3(1). ADJUSTMENT OF WATER UTILITY STRUCTURES SHALL BE PER SECTION 7-12.3(2). 2. SURFACE SEAL AT MATCHLINE SHALL BE CSS-1 OR CSS-1 H EMULSIFIED ASPHALT OR 3.VALVE IN UNIMPROVED AREAS SHALL HAVE A VALVE POST MARKER. FILL ANY VOIDS OR DISTURBED AREAS BELOW 6” WITH QUICK SETTING CEMENT CONCRETE, DEPTH AS REQUIRED. RISER RING HEIGHT 2” MIN. 25” MAX. ANY ADJUSTMENT OVER 18” REQUIRES A HAND HOLD. 4. II 00 o<Ns IO S(N 5. V)i.PG. o E APPROVI DATE: ,cffattea\x UNITfr/DEVELOPMENT & PUBLIC WORKS DEPT. BY CITY ENGINEER:ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE city oroIJA&WASHINGTONT;>. :CO STANDARD DETAIL:T-05.2CL 1/17/2022 PLACE 4-1/2 0 ANCHOR BOLTS. USE N.D.C.B.U. TEMPLATE TO INSURE EXACT ALIGNMENT I)4-0 CHAMFER EDGES FACING LANDSCAPED AREAS. MATCH GRADE W/ ADJOINING SURFACES IN PAVED AREAS CONCRETE BASE PLAN VIEW COLLECTION BOX PEDESTAL SLOPE SURFACE 1/4” PER FOOT (ALL SIDES) FOR DRAINAGE & BROOM FINISH GROUT4-1/2” 0 x 12 ANCHOR BOLTS i3” CLR. TYP.MATCH EXIST. GRADE IN PAVED AREAS T b.. >t> A ,L-> .• V ^O >>EXISTING PAVEMENT I A • > b ■ t> i •>’ .i #4 REBAR @ 14” O.C. MAX. EA. WAY-------- EXCAVATION LIMITS----------- L 4” MIN CSTC i / FIRM UNDISTURBED SOIL OR WELL COMPACTED FILL iLANDSCAPED AREA PAVED AREAz/CONDITION CONDITION SECTION A-ANOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, CONTAIN 4% MIN. TO 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3-1/2” TO 4-1/2” SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, GALVANIZED CARBON STEEL OR ASTM A193, B8M (316) STAINLESS STEEL. 4. GROUT SHALL BE NON-SHRINK, NON-METALLIC. MIN.4 MIN. ir i o \ A JI_ i DATE:APPROVED BY CITY ENGINEER:NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) SINGLE UNIT .CITY of.//WASHINGTON COMMUNITY/DEVELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:T-08.2 CN trr B O: :O cnc- v:o3= c 3O i j 'pi a■ocD(/) co e8 2 co%g JO oo o<N CO tzo sJCoE3DC OO5&xi Ii'L NDCBU< ARRANGE IN GROUPS SO THAT OVERALL DIMENSION OF BASE DOES NOT EXCEED 16’-0 » PLACE 4-1/2” DIA. ANCHOR BOLTS. USE TEMPLATE TO INSURE EXACT ALIGNMENT A NDCBU i i o® I I I I i i CHAMFER EDGES FACING LANDSCAPED AREAS. MATCH GRADE W/ ADJOINING SURFACES IN PAVED AREAS i i A 2-0 M 2-0 ifLL MIN.MIN.CONCRETE BASE PLAN VIEWCOLLECTION BOX PEDESTAL SLOPE SURFACE 1/4” PER FOOT, ALL SIDES FOR DRAINAGE W/ BROOM FINISH MATCH EXIST. GRADE IN PAVED AREAS GROUT4-1/2” DIA. X 12 ANCHOR BOLTS- tt I3” CLR. TYP.CN T T t>I A.. t>J't> A .t>.£>.o A.EXISTING PAVEMENT I A&t> :o I C>t>' .t>J0 o3:Q L 4” MIN CSTCHHIcn#4 REBAR AT 14” O.C. MAX. EA. WAY-------- r t:o3: c 3o EXCAVATION LIMITS-------- FIRM UNDISTURBED SOIL OR WELL COMPACTED FILL 1 iLANDSCAPED AREA PAVED AREA a 1a■X)/5 CONDITION CONDITION(/) c NOTES:oI SECTION A-A1cCONCRETE BASE DIMENSION "L” IS THE WIDTH OF NDCBU PLUS 2”. FOUNDATION CAN BE EXTENDED BY LENGTH "L" TO ACCOMODATE ADDITIONAL UNITS. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, CONTAIN 4% MIN. TO 6% MAX. AIR ENTRAINMENT AND BE PLACED W/ A 3 1/2” TO 4 1/2” SLUMP IN ACCORDANCE W/ ACI 301. REINFORCING STALL SHALL CONFORM TO ASTM A615, GRADE 40. ANCHOR BOLTS SHALL CONFORM TO ASTM A307, GALVANIZED CARBON STEEL OR ASTM A193, B8M (316) STAINLESS STEEL. 1.5 coi 2.8 _T>£ 00 oC) oo 3. co 4.s to K TJ APPROVER BY CITY ENGINEER:DATE:a , CITY OF T NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N.D.C.B.U.) MULTIPLE UNITS// 'f/r IfvTUNfDr DEVELOPMENT & PUBLIC WORKS DEPT. WASHINGTON c STANDARD DETAIL:T-09.2.£ 80’ SEE NOTE 1 TYPE 2YY RPM, TYP. 4”4”O- TRAVEL DIRECTION4”□ “t □-t> TRAVEL DIRECTION 4” DOUBLE YELLOW PAINT CENTER LINE PLAN DOUBLE CENTERLINE <N T •• ■ : tJ (z g1 1p 2 o E8 in s 3S is NOTES: RAISED PAVEMENT MARKERS SHALL BE SPACED AT 80’ (FT.) INTERVALS ON TANGENTS AND ON HORIZONTAL CURVES W/ A RADIUS OF 1500’ (FT.) OR MORE, AND 40’ (FT.) INTERVALS ON HORIZONTAL CURVES HAVING RADII OF LESS THAN 1500’ (FT.). 1.IZ iO ;• i <N eu o -a0 .C?>CITY ENGINEER:DATE:APPROVEDE DOUBLE CENTERLINE WITH RAISED PAVEMENT MARKERS .CITYOF , -Auburno *3i WASHINGTONTJ:STANDARD DETAIL:T—12.1EVELOPMENT & PUBLIC WORKS DEPT.COMMUNITYSl WESTERN GROOVER SCORE 10’ O.C. MAX. R.O.W. LIMITS FULL DEPTH EXPANSION JOINT WITH PRE-MOLDED JOINT FILLER 10’ O.C.i. 'h. i 3” WIDE EDGER FINISH 5'(Ty - 'V- 5T <3? o/ '*s- NOTE 4 R.O.W. LIMITS VARIES* VARIES* TRAFFIC BARRIER CURB & GUTTER iLANDSCAPE STRIP OR SWALE (SEE NOTE 5) 4” THICK CONC. SLAB i CM 1.5% MAX.PAVEMENTI 7ci IK 2” CSTCSECTION A-A o NOT TO SCALEE COMPACTED SUITABLE BASE MATERIAL PER NOTE 1 u>ci* * SIDEWALK AND LANDSCAPE WIDTHS SHALL BE PER STREET CLASSIFICATION. ci3o o •E ■p NOTES:CO 'i PLACE CEMENT CONCRETE ON COMPACTED SUITABLE BASE, AS PER SPECIFICATION SECTION 2-06.3 AND AS APPROVED BY THE ENGINEER. 1.1c O CEMENT CONCRETE SHALL BE CLASS 3000 PER SPECIFICATION SECTION 6-02.3 WITH 5% AIR ENTRAINMENT. 3E 2. o TO£INSPECTION REQUIRED FOR FORM AND SUB GRADE APPROVAL BEFORE POURING CONCRETE.3. oo MATCH JOINTS ON SIDEWALK WITH JOINTS ON CURB OR AT 10’ O.C.4.OCMN.CM LANDSCAPE STRIP SHALL GENERALLY BE GRADED TOWARDS THE CURB AT 1.5%. OTHER GRADES MAY BE ALLOWED WHERE IT CAN BE DEMONSTRATED TO NOT CAUSE DRAINAGE OR MAINTENANCE ISSUES. 5.CM rj DATE: , „ , .I'/zofel? ITY^DEVELOPMENT & PUBLIC WORKS DEPT. E APPROVED.BY CITY ENGINEER:CEMENT CONCRETE SIDEWALK WITH LANDSCAPE STRIP CITY OFO.UBIJsWASHINGTON~Ss STANDARD DETAIL:CO T-13.2 PERMEABLE BALLAST PER SECTION 4-04.2 & 9-03.9(2)SLOPE PER PLANISOLATION JOINT ADJACENT TO EXISTING CONC. SIDEWALK, TYP.CIRCULAR UTILITY LIDS SHALL BE CENTERED WITHIN A CONTRACTION JOINT W/ ISOLATION JOINT ALL AROUND LIDCONTRACTION JOINT, TYP.4”A10’-0” TYP.I—,,—.15’—0” MAX.NOTE 6W2-<■A•- Aer r.CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, SEE NOTE 7----------[id<4• A< J. .a• * *■ISECTION BPERVIOUS CEMENT--------CONCRETEUTILITY SERVICE BOX (ISOLATION JOINT ALL AROUND)NTSNOTES:ISOLATION JOINTS SHALL BE FULL DEPTH WITH 3/8” PREMOLDED JOINT FILLER.CONTRACTION JOINTS SHALL HAVE A MINIMUM DEPTH OF 1/3 OF THE PERVIOUS CONCRETE THICKNESS AND 1/8” MAXIMUM WIDTH (UNLESS OTHERWISE APPROVED BY THE ENGINEER).ALL JOINTS SHALL BE CLEAN & EDGED WITH A 1/2” RADIUS EDGER.SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06.3(3) (SUBGRADE FOR PERMEABLE PAVEMENTS). ALL SOFT 8c YIELDING FOUNDATION MATERIAL SHALL BE REMOVED 8c REPLACED WITH PERMEABLE BALLASTFOR BALLAST DEEPER THAN CURB, PROVIDE A GEOMEMBRANE BARRIER BETWEEN PERMEABLE BALLAST 8c ROAD SECTION UNLESS ADJACENT ROAD IS PERMEABLE AS REQUIRED BY THE ENGINEER.1.PLANNTS2.SEE CONTRACT PLANSPRE-MOLDED JOINT FILLER FULL DEPTHFOR SIDEWALK WIDTH3.SEE NOTE 6THICKENED EDGE TO FULL DEPTH OF CURB. (NOT REQUIRED NEXT TO LANDSCAPE STRIP)4.1.5%4 (MAX.)1•jTpiSSliSRpfl.:Xi5.SEELANDSCAPEPLAN186.DEPTH OF PERMEABLE BALLAST VARIES. SEE SWMM FOR SPECIFIC REQUIREMENTS.CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, SEE NOTE 7PERMEABLE BALLAST PER SECTION 4-04.2 & 9-03.9(2)7.CONSTRUCTION GEOSYNTHETIC MAY BE REQUIRED BETWEEN NATIVE SOILS 8c PERMEABLE BALLAST IF DIRECTED BY THE ENGINEER. WHEN REQUIRED, THE GEOTEXTILE SHALL BE CLASS A, MODERATE SURVIVABILITY PER SECTION 9.33.2(1) TABLES 1 & 2 (UNLESS OTHERWISE APPROVED BY THE ENGINEER).SECTION ANTSPlotted by: Craig Dobyns on 8/1/2016 File location: M:\Construction Standard Detaiis\Approvod Drawing Rios (dwg)\Traffic\STDETL—T-14.1APPROVE® BY CITY ENGINEER: DATE:PERVIOUS CEMENT CONCRETE SIDEWALK .CITY OF °fm/A■WASHINGTON —COMMUNITY ./DEVELOPMENT 8c UBLIC WORKS DEPT.STANDARD DETAIL:T-14.1 02/09/2023 1/17/2022 4 THICK CONCRETE PAD 3/8” EXP. JOINT CONCRETE POLE FOUNDATION -TRAFFIC CURB & GUTTER *.11. A*'i' V -u *A // 'V J-BOX *** if-*'4*. \V *4*ri■t 3/8” EXP. JOINT *1 • " J*I,t* * * *J\Y »12 *** J-BOX SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE LUMINAIRE FROM ONCOMING TRAFFIC \ . II •- “•I1-- A A A .4II\/ AJ-BOX ***4. A AJL . 44• II •. I! .-II * .. ■«.* A 4 4 2’ CONDUIT, SEE STD DETAIL T-23 CONCRETE POLE FOUNDATION, SEE STD. DETAIL T-19, OR T—29 * SET BACK EDGE OF POLE BASE PLATE AT FRONT EDGE OF SIDEWALK J-BOX PER STD. DETAIL T—20 12 12 f TYP. < + -- /. ii ^LANDSCAPE STRIP, (VARIES)t12 3’SIDEWALK/TRAIL, (VARIES)* POLE BASE PLATESIDEWALK- (VARIES)**PAD DETAIL 12 TRAFFIC CURB & GUTTER CONCRETE POLE — FOUNDATION (TYP.) CONDUIT, SEE------ STD. DETAIL T-232’ LANDSCAPE STRIP, (VARIES) SIDEWALK/TRAIL, (VARIES)* SIDEWALK- (VARIES)**** SET BACK OF CONCRETE FOUNDATION AT BACK EDGE OF SIDEWALK n 00 I I b o o*o o> o£ § o "os oT3Coa co oE%coo o ooo II oCM CM co >N-QO Q APPROVED,DATE: 01/05/2021 CpWNGJNEER:LUMINAIRE AND CONDUIT LAYOUT DETAILAuburnrac. 1 PUBLIC WORKS DEPARTMENT T-18.3STANDARD DETAIL:TRAVELDIRECTIONTRAVELDIRECTION Dobyns on 2/15/2018 File location: M:\Constniction Standard Details\CufTont Working DWG\Troffic\STDErL—T—20.2POLE AND BRACKET CABLE, TWO CONDUCTOR AWG #10 STRANDED COPPER WIRE, 45 MIL PVC INSULATION, 95 MIL HMW POLYETHYLENE BELT OR APPROVED EQUIVALENTNOTES:GRIND ALL 4 CORNERS AND EXPOSE TO BARE METAL.1.TO LUMINAIREFIELD WELD 2” BEAD AFTER APPROVAL OF WIRING INSPECTION BY THE ENGINEER.2.STREET LIGHT\3.SPRAY GALVANIZED PAINT TO ALL WELDS.FACE HANDHOLE AWAY FROM APPROACHING TRAFFIC---------------GROUND LUG4.FOR JUNCTION BOX & LUMINAIRE LOCATION STD. DETAIL T-18.TYPE U.S.E. #8AWG STRANDED COPPER WIRE/BARE COPPER STRANDED GROUNDING —SEC MODEL 1791-SF FUSE KITS, 2 EACH-FOG TITE LOCKING LID W/ TAMPER RESISTANT STAINLESS SCREWS---------1 1/2” ABOVE BASE/<>JUNCTION BOX PER WSDOT STD. PLAN J—40.10-04, TYPE 1BELL END PVC BUSHINGJSEC MODEL 1791-DP OR APPROVED EQUIVALENT2” HBELL END PVC BUSHING’’ILSCO”COPPER-COMPRESSION TYPE OR STAINLESS STEEL CLAMP-----------------.6”—8” BELOWS NILID/xITYPE U.S.E. #8AWG STRANDED COPPER WIRE (SIZE PER ELECTRICAL PLAN)12” DIA. PVC,^ SCH. 40VBARE STRANDED COPPER GROUND (SIZE PER ELECTRICAL PLAN)-----y<X-FROM LAST — JUNCTION BOX2” DIA. PVC CONDUIT, SCH. 40, USE SCH. 80 @ STREET CROSSINGS-BELL END PVC BUSHINGSTO NEXT- JUNCTIONBOXJ APPROVEDxjBY CITY ENGINEER:DATE:UNIFORM LUMINAIRE WIRING DETAIL CITY OF scrWASHINGTON 8.INQi^AlOO gVELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL:T-20.2 1/17/2022 1/17/2022 2” SAND BEDDING(M y> LUMINAIRE CONDUIT, 2”0 SCH. 40 PVC MINIMUM TELECOMMUNICATION CONDUIT, 3”0 SCH. 40 PVC W/ TRACER WIRE #12 LOCATE WIRE NOTES: PULL STRING SHALL BE INSTALLED IN ALL SPARE CONDUIT.1. SEE STD. DETAIL T-18 FOR CONDUIT PLACEMENT.2. DATE: 01/05/2021 APPROVED^ CljytNGJNEER:TELECOMMUNICATION AND LUMINAIRE ELECTRICAL TRENCHAuburn'ar. WASHINGTON T-23.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL: BACKFILL WITH NATIVE MATERIAL OR AS DIRECTED BY THE ENGINEER 24” MIN.il. COVER&Plotted by: Craig Dobyns on 12/30/2020 File location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL—T-23.3 (2) TAMPER PROOF DRIVE RIVETS OR EQUAL AT 90' FROM EACH OTHER-----------SIGN POST, 1 3/4” SQ.o 10” 0 SONO TUBE OR 3/8” EXP. JOINT IN SIDEWALK APPLICATIONS------ CONCRETE SIDEWALK OR LANDSCAPE STRIP o CM T ~2T '4 4 .«■I F*■ A oA<y •4<7 '•*■■4A4. A .mm At ZL_o_j< ;\<\z IP4.. 4 ' <.A <7.O !j • ) 18” LONG SLEEVE 2-1/4” SQ.------------- />y4 .o ‘ 4 ,sr.a .CN 4. .CONCRETEA ' '< '4’< ■ <7 o A ft ■A A<°\24” LONG ANCHOR 2” SQ.-------------------- *A A ■ SEE NOTE 4 eg CM D NOTES:I o1 ALL TUBING MATERIAL SHALL BE "UNISTRUT TELESPAR” TYPE GALVANIZED STEEL (ASTM A570 GRADE 33) OR ENGINEER APPROVED EQUIVALENT. SIDEWALKS AND PAVED AREAS SHALL BE CORE DRILLED BEFORE SIGN INSTALLATION. 1. o c 2.o ■ cl 3.SIGNS SHALL HAVE A MIN. HEIGHT OF 7 FT. FROM THE LOWER EDGE OF THE SIGN TO SIDEWALK GRADE, AND A 2 FT. LATERAL OFFSET FROM THE FACE OF CURB TO THE NEAR EDGE OF SIGN. SIGN LOCATION SHALL BE AS SHOWN ON PLANS AND PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D). WRAP ANCHOR TUBING WITH TAPE BEFORE PLACING IN CONCRETE. o 'o o EDT) O U) 4.o$1tz 5. DEMONSTRATE SIGN POST IS REMOVABLE BEFORE RIVETING.oo o oo J.' IZ CO OCMN.CM CM co 03 Ioo ,gi E APPROVED BY CITY ENGINEER: DATE:TYPICAL SIGN POST INSTALLATION . CITY OFO!Iir 2. / 2#/2a/V,WASHINGTON ITYc VELOPMENT & PUBLIC WORKS DEPT.COM STANDARD DETAIL:T-24.2IT Dobyns on 7/13/2016 File location: M:\Con3tructlon Standard DetQlls\Approved Drawing Files (dwg)\Traffic\STPETL—T—25.1ASIGN STANDARDSDIMENSIONINCHES[ee Main istjAVARIESB16C6o00D8E21 1/4FII>—1.54 1/2G8” TYP.R3SEE NOTE 46” MIN.[ 29th St SE ]o1.5RNOTE 4FNOTES:SIGN BLADES SHALL BE 0.125” THICK TEMPERED ALUMINUM ALLOY.1.BACKGROUND FOR STREET NAME SIGNS SHALL BE GREEN COLOR, ENGINEERING GRADE REFLECTIVE SHEETING.ALL LETTERING AND 1-1/4” BORDER FOR STREET NAME SIGNS SHALL BE WHITE COLOR, REFLECTIVE HIGH INTENSITY GRADE SHEETING.2.3.ARROW ON THE RIGHT SIDE OF THE BLOCK NUMBER INDICATES AN INCREASING BLOCK NUMBER IN THE ARROW DIRECTION.4.FOR GUIDANCE ON LETTERING AND NUMERAL WIDTHS AND SPACING, SEE WSDOT ’’SIGN FABRICATION MANUAL APPENDIX C.ENGINEER APPROVAL OF SIGN PROOF(S) REQUIRED BEFORE FABRICATION.5.6.£ APPROVED BY CITY ENGINEER:° A DATE:MAST ARM MOUNTED, STREET NAME SIGN DETAIL ■ CITY OF YWASHINGTON —I coMmuni EVELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:T-25.1 02/09/2023 02/09/2023 1/17/2022 02/09/2023 II30 r—12” TYPICALB ^ ■6.tlx ;YV~-----k>-I c: vAItII Afs I At, \\ a <-tr--------------1 JUrsICTION (BOX, SEE T-28AV'" ORIENTATION ■ OF LIGHT, A A(2) BBS5—30-iBL—P CLAMP STYLE BANNED SUPPORT ARMS BY KIM jUGHTING (OR APPROVED EQ') EXCEPT FINAL SHALL BE F1-A-P E^Y CYCLONE LIGHTING (OR APPROVEp EQ.) tlx txfk41— LIGHT | HOOD, I TYP. u- I— C*O £ CM ^ LU : I• A kQ<: /IDx A'■ k A •LlJ \QO 3 b.A,CO A CI­S'S 40i Q_ XO &b> & to • AnAI.IbxA»»T-2ro A I BB A c -H TYP.u4 LlDxa ~—A-TSTI IA<X -------FOUNDATION-------'24" DIA. FOOTING BANNER-------- (BY OTHERS) RECEPTACLE, SEE DETAIL T-28A-------- TRAFFIC CURB AND GUTTER-BANNERPLAN VIEW ARM RIGID MOUNTING NTS CLAMPS (4) EA. SLOTS ACCEPTING (4) EA. 1” x 60” x 4” FULLY GALVANIZED STEEL ANCHOR BOLTS BE<M (2) EA. OF BA1—5—XX-AP/S1 STREET NAME SIGN SUPPORT BRACKET BY CYCLONE (OR APPROVED EQ.) HANDHOLE FOR STREET NAME SIGN ORIENTATION, REFER TO STD DETAIL T-26 mEHhi 10.5” DIA. BOLT CIRCLE BASE PLATESIGN MOUNTING SHALL BE PER WSDOT STD PLAN G-24.30 TYPE PL SIGN SUPPORT--------------------------- STREET LIGHT JUNCTION BOX, SEE STANDARD DETAIL T—20 NTS /I l\ JiL-Jo,SECTION A-A WYNTS4 - —fcrj — +* <ROUGHEN FOUNDATION SURFACE PRIOR TO POURING SIDEWALK HANDHOLE R <iSTREET LIGHT JUNCTION BOX, LOCATION AS DETERMINED IN THE FIELD-------- 3 8" FREE DRAINING GRAVEL PAD J - T ” r a \(4) EA. 1” x 60” x4’ J-BOLTmTT<t 4- ■>. ROUGHEN FOUNDATION SURFACE PRIOR TO POURING SIDEWALK #4 BARS, 54” DIA. AT 8” O.C. X00 m PI m #4 HOOPS, 20” DIA. AT 16” O.C.I'7tr7T,\ 1” DIA.x18”x18 J-BOLT 5’ x 5’ ALTERNATE BASE (SPREAD FOOTING)SECTION B-B NTS NTS 24 DIA. . g APPROVED/BY/CITY ENGINEER: DATE:DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD .CITY OFOJJBDFA■O 7 llPUBLIC/WORKSt DEPARTMENT C **WASHINGTON•o STANDARD DETAIL: T-28B.2Dobyns on 12/31/2018 Hie location: M:\Construction Standard OetcilsVCurrent Working DWG\Traffic\STDETL—T—288.2 1/17/2022 CONCRETE CURB & GUTTER------------ CONTINUOUS EXPANSION JOINT AROUND GRATE 8c SIDEWALK--------- 5’x5’ URBAN ACCESSORIES (4 PIECES) ’’CHINOOK TREE GRATE & FRAME W/ ’’BOLT DOWNS i) i||g|S||ip ISSfiSSisoilV : V 0 CONTINUOUS ROOT CONTROL BARRIER AROUND PLANTER PERIMETER------------- -in Qo:I 0.LO II '{A II II II \ OlllOlllllllllOlilIll|oCN I I t 5’—0 » CONTINUOUS EXPANSION JOINT AROUND GRATE & SIDEWALK------------------------- o e>£Q 10’-0” SIDEWALKcn o5 u t OS' o FOR INSTALLATION AT EXISTING CURBS, CUT FRAME STUBS & oT3Co CO MATERIAL SCHEDULEco ROADWAYoEGRATE: co GREY IRON ASTM A48 CLASS 358 OR BETTEROMATERIAL FINISH NATURAL PATINA OF RAW IRONco=88 FRAME: © MATERIAL MILD STEEL ASTM A36OCMOCMFINISH NATURAL PATINA OF RAW STEEL\co LOAD RATING: PEDESTRIANCM co £oQ .5*s DATE: 01/05/2021 APPROVED^ CljytNGJNEER: eei'/Sp TYPICAL PLAN FOR TREE GRATEAuburno'ar.£ 2 T-30.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o o. 02/09/2023 REFLECTIVE SHEETING DELINEATOR--- POST W/ BASE CD 0ro o 8” DIA.O DELINEATOR NTS * 5’ SEGMENTS ALLOWED ON STRAIGHT SECTIONS AS APPROVED BY THE ENGINEER. DUAL SLOPED BLOCK, TYP.O 5T-* DUAL SLOPED MOUNTABLE CURB<S> NTS fO cmto oI I O TYPE 2YY OR TYPE 2W RPM, TYP.o e>£Q NOTES:cn *o 1.PRECAST CONCRETE DUAL FACED, SLOPED MOUNTABLE CURB SHALL BE PER WSDOT STANDARD PLAN F-10.64, 12” WIDE. CURB SHALL BE INSTALLED USING EPOXY ADHESIVE PER WSDOT STANDARD SPECIFICATION 9-26.2. EPOXY SHALL BE APPLIED AT A RATE OF ONE GALLON PER SEVEN FEET OF CURBING. 5 ut O 2.o & oT3Co CURB SHALL BE INSTALLED IN 20’ SEGMENTS, WITH 18” OPENING BETWEEN ENDS, OR MODIFIED TO FIT FIELD DIMENSIONS AS APPROVED BY THE ENGINEER. CURB AND DELINEATOR SHALL BE THE SAME COLOR AS THE CHANNELIZATION STRIPE. V)3.co oE c 4.oo DELINEATOR BASE SHALL BE AFFIXED TO PAVEMENT WITH FLEXIBLE BITUMINOUS PAVEMENT MARKER ADHESIVE PER WSDOT STANDARD SPECIFICATION 9-02.1(8). RPM’S SHALL BE PLACED AT EACH APPROACH END OF THE CURBING AND CENTERED ON EACH SECTION AS SHOWN. THEY SHALL BE THE SAME COLOR AS THE CHANNELIZATION STRIPE. 5.co=88 ©6.OCMOCMS8 CM THIS DETAIL IS USED TO RETRO-FIT EXISTING STREETS. NEW CONSTRUCTION SHALL REQUIRE CAST-IN-PLACE CURBS. 7.co £OQ .5*s DATE: 01/05/2021 APPROVED^ CljytNGJNEER:PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB RETROFITAuburno'ar.£ 2 T-32.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o Q. CEMENT CONCRETE SIDEWALK VARIES, SEE NOTE 33/8" EXP.- JOINT, TYP.SEE NOTE 1 7Hf ft _ 7 ::::z ■i +- V.A SIDEWALK OR LANDSCAPE STRIP, (SEE PLANS) CEMENT CONC. CURB & GUTTERDRIVEWAY ENTRANCE TAPER 0 TO 3’ (SEE PLANS)6x6—W1.4xW1.4 WELDED WIRE FABRIC (W.W.F.) TYP. SEE NOTE 6 DRIVEWAY ENTRANCE SIDESLOPE 3-0” RESIDENTIAL 6-0” COMMERCIAL/INDUSTRIAL STANDARD DRIVEWAY NTS DRIVEWAY ENTRANCE DRIVEWAY RAMP 1/2” LIP BETWEEN ROADWAY GUTTER Sc CURB SIDEWALK, 5’ MIN. (SEE PLANS) (SEE PLANS) 1/2 3/8” EXP. JOINT, TYP.RADIUS,1.5% RECOMMENDED, 2.0% MAX.TYP. DEPRESSED CURB & GUTTER SEE NOTE 5 10% max.iint1 i-f •i —iEO1in DRIVEWAY APPROACH 2” CSTCit 6” RESIDENTIAL 8” COMMERCIAL/INDUSTRIALO5Q SECTIONCT>A NTSNOTES:o5 WHEN THE DRIVEWAY WIDTH EXCEEDS 15’(FT), CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8” JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. SEE WSDOT STANDARD PLAN F-30.10. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15'(FT) MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30'(FT). RESIDENTIAL DRIVEWAY SERVING 2 OR MORE LIVING UNITS AND/OR THAT CONNECT TO AN ACCESS ROAD SHALL BE CONSTRUCTED AS A COMMERCIAL/INDUSTRIAL DRIVEWAY. SEE STANDARD DETAIL T-04 FOR DRIVEWAY WIDTHS AND LOCATIONS. CONCRETE SHALL BE CLASS 4000 WITH 5% AIR ENTRAINMENT WITH A BROOM FINISH PARALLEL TO CURB LINE. DEPRESSED CURB FOR HEAVY COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL BE POURED INTEGRAL/MONOLITHIC TO DRIVEWAY. WELDED WIRE FABRIC (W.W.F.) SHALL BE PLACED 3” FROM BOTTOM, AND 2” FROM ALL OTHER LIMITS. WELDED WIRE FABRIC (W.W.F.) NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. WHEN DRIVEWAY OPENING IS TO BE CONSTRUCTED WHERE CURB EXISTS, THE ENTIRE CURB AND GUTTER SECTION SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT ON EACH SIDE OF THE OPENING AND REPLACED. 1.Do Cl •p •O 2.CO 3. o 4.2 5. IZ 00 o 6.CM CMS 7. XI Q gi APPRO’ 3/ CTTY ELpiNEER:DATE:STANDARD DRIVEWAY - OFFSET APRON lCITY OFO/ X WASHINGTON-o COwiMU DEVELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:T-34.1o. VARIES* 1.5% RECOMMENDED. 2.0% MAX. ** 7.5% RECOMMENDED. 8.3% MAX. SEE NOTE 3 CEMENT CONCRETE PEDESTRIAN CURB. PER WSDOT STD PLAN F-10.12,l SEE NOTE 1 TYP. 3/8" EXP.- JOINT, TYP. 6x6—W1.4xW1.4 WELDED WIRE FABRIC (W.W.F.).1. U...1 ;■LL LTl 4#LI ......4-4 BALTERNATE DRIVEWAY NTS 15’ MAX.15’ MAX.VARIES SEE NOTE 3 NOT STEEPER THAN ADJACENT ROADWAY GRADE 4”~i **** I 3/8” EXP. JOINT,--------6” RESIDENTIAL 8” COMMERCIAL 6x6—W1.4xW1.4 WELDED WIRE FABRIC (W.W.F.) SEE NOTE 6 TYP. PEDESTRIAN RAMP (NO DOMES) 2” CSTCCEMENT CONC.- SIDEWALK, TYP. SECTION A NTSm SEE PLANS SEE PLANSEQ 1/2” LIP BETWEEN CURB & ROADWAY GUTTER 5’ MIN.I-1/2 3/8” EXPANSION JOINT, TYP. ID DRIVEWAY RAMP RADIUS,£D TYP.DEPRESSED CURB & GUTTER1 o% max.n * ) cn -srt 3F45t ROADWAYDRIVEWAY APPROACH 6” RESIDENTIAL 8” COMMERCIAL2” CSTCO D SECTION BC> TJ NOTES;NTSi~o o WHEN THE DRIVEWAY WIDTH EXCEEDS 15’(FT), CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8” JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. SEE WSDOT STANDARD PLAN F-30.10. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15'(FT) MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30’(FT). RESIDENTIAL DRIVEWAY SERVING 2 OR MORE LIVING UNITS AND/OR THAT CONNECT TO AN ACCESS ROAD SHALL BE CONSTRUCTED AS A COMMERCIAL/INDUSTRIAL DRIVEWAY. SEE STANDARD DETAIL T-04 FOR DRIVEWAY WIDTHS AND LOCATIONS. CONCRETE SHALL BE CLASS 4000 WITH 5% AIR ENTRAINMENT WITH A BROOM FINISH PARALLEL TO CURB LINE. DEPRESSED CURB FOR HEAVY COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL BE POURED INTEGRAL/MONOLITHIC TO DRIVEWAY. WELDED WIRE FABRIC (W.W.F.) SHALL BE PLACED 3” FROM BOTTOM, AND 2” FROM ALL OTHER LIMITS. FABRIC (W.W.F.) NOT REQUIRED FOR RESIDENTIAL DRIVEWAYS. WHEN DRIVEWAY OPENING IS TO BE CONSTRUCTED WHERE CURB EXISTS, THE ENTIRE CURB AND GUTTER SECTION SHALL BE REMOVED TO THE NEAREST EXPANSION JOINT ON EACH SIDE OF THE OPENING AND REPLACED. 1.in 2.O _o 3.ooo 4.IZ DO 5.o to 6.WELDED WIREcl CM 7.c >N-Ooo cp APPROVED CITY ENGINEER: DATE:ALTERNATE DRIVEWAY - INLINE (DROP) APRON .CITY OFO PUBLIC WORKS DEPT. //XI WASHINGTONT> 5 ELOPMENT &CO STANDARD DETAIL:T—35.1o_ 1/17/2022 1/17/2022 R 1 1/2 »3/8E 5/8F CslIt 00m 3/4 ff 00 ^E CM 9i ^Ei t o I cn *o5 'nE Dfc o ^EoS po"Oco in co o5 »12coo co=88 COLORS: LEGEND, CIRCLE, DIAGONAL, BORDER, & ARROW* SYMBOL BACKGROUND RED (RETROREFLECTIVE) BLACK WHITE (RETROREFLECTIVE) © o<NOCN toSCM * USE SINGLE ARROW LEFT OR RIGHT AS APPROPRIATEco <0 JOoQ DATE: 01/05/2021 o APPROVED^ CljytNGJNEER:>>NO PARKING” SIGNA-rrrYOf -— —-Auburno'ar. 'A'ASHINGTONs STANDARD DETAIL: T-40.2PUBLIC WORKS DEPARTMENTo Q. 1 ’ —0If WEDGE CURB POURED CONTIGUOUS W/ HMA WEARING COURSE 4 a -J ! ' / o o o o cc>c> c> ASPHALT WEDGE CURB A NTS BACK OF CURB a ■* ■F~ Ci (fi a os*r:.. O' <4>:: ■£BACK OF CURB FLOW LINE c 4 4<r V<i '• 5 o <J ■O acaoo tr.o CEMENT CONCRETE TRAFFIC CURB & GUTTERous'-> ::0 CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION ■ a) \Z BoM NTS\iN ::O c £i Q CITY ENGINEER: DATE: /*■/*//? a APPROVED CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION lCITY OF.O lUEOTJO~>/~17 PUBLIC7 WORKS DEPARTMENT WASHINGTONTJ STANDARD DETAIL:T-41.1oa. 6” WHITE THERMO STRIPE i TRAFFIC FLOW CLASS 1/2” HMA B 10’-0 /iz7 / APPLY TACK COAT 4’ —0”3-0 M3-0 >> i/7^:7 ■> CLASS 1/2” HMA7 ))F3!> 3 y>zzZZZZ2N\ \3 \\ V\W V\•-11 SECTION A>EXISTING HMA PAVEMENT s SCALE: 6" = 1'-0" 3 3 6-0 z7f:•7 T '■ :■APPLY TACK COAT 4-0 >> ’-0 >>3 Z7. CLASS 1/2” HMA£>>r r: d|IVCx\»iCv \\,•! I>SECTION B>4 4 EXISTING HMA PAVEMENTSCALE: 6" = T-0'> 0 3 DATE:•IMEER:APPROVED BY CITY SPEED CUSHION DETAIL • vTlVtYtAUBURN5 3 Wa5VUNgtc5n/<$£■>-9 PUBLIC WORKS DEPARTMENT STANDARD DETAIL:T-42.1:> 7 2’ — \ 2’772’ 10’ LANE 2’ — \, 8’ PARKING LANE (IF PRESENT)2’ —22V 77 28' ROADWAY SCALE: 6" = 1'-0" SPEED CUSHION PER COA STD. DETAIL T-42 i: I; 3: 1.5’.y \::• 25 5 22v1.5’.)2 5 i3 723:: ■■Z Z'i -• ■1.5’.> >12’ LANE 31 7a 1.5’7!>•>•! •i 24' ROADWAY'f SCALE: 6M= I'-O'5 0»>:>: 7 z DATE:APPROVED BY CITY ENGINEER:3 SPEED CUSHION PLAN itFrVfl'F. >AUBURN5 5*fit WASUiNGtON 7 STANDARD DETAIL:T-42A.1PUBLIC WORKS DEPARTMENT3 1/17/2022 02/09/2023 1/17/2022 02/09/2023 6”'P 7/16”/ <*■ROADWAY CO <1 A J <7 CD J <7 4 <7 CEMENT CONCRETE, CLASS 4000, PER WSDOT SPECIFICATIONS 8-04 AND 6-02 <L 16.5' CAST-IN-PLACE DUAL-FACED MOUNTABLE CEMENT CONCRETE TRAFFIC CURB NTS DATE: 01/05/2021 APPROVED^-BJ? CljytNGJNEER:CAST-IN-PLACE DUAL MOUNTABLE CEMENT CONCRETE TRAFFIC CURBAuburn'ar. WASHINGTON STANDARD DETAIL:T-47.1PUBLIC WORKS DEPARTMENTPlotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Traffic\STDETL-T-47.1 1.5” RADIUSED CORNERS D 3/8” HOLES CENTERED 1.5” FROM TOP AND BOTTOM Sensitive Area Boundary 3i i 3/4” ARIAL BOLD FONTo£2 o5o Help protect and care for this area. Trampling or cutting vegetation, placing fill or garbage, and any other activities that may disturb the sensitive area are prohibited, as regulated under Chapter 16.10 of the Auburn City Code. Please contact the City of Auburn Planning Dept, at c€o5 9/32” ARIAL BOLD FONT cE3o m6 Q o■Oco planning@auburnwa.gov or 253-931-3020 with any questions.(/> o o £coo/ SIGN FACE IS DIGITALLY PRINTED TEAL C:100 M:0 Y: 30 K: 6 AND BLACK C:100 M:100 Y:100 K:100 ON 3 MIL. CALANDERED WHITE VINYL THEN LAMINATED WITH A 2.5 MIL. LAMINATE. THIS SIGN FACE IS THEN MOUNTED TO .080” THICK 5052 H38 ANODIZED ALUMINUM. co 8 c O CITY OF AUBURN SENSITIVE AREA SIGN COMMERCIAL AQUATIC cso<N to «N co 5.NTSXIoo gi 8 APPROVED BY CITY ENGINEER:DATE:.-rr/.T J_SENSITIVE AREA SIGN COMMERCIAL AQUATIC o 01/05/2021 '%nntfOT5t«1 STANDARD DETAIL:T-48.1PUBLIC WOkKS ARTMENTo CL 1/17/2022 02/09/2023 02/09/2023 4 X2 X4 , PRESSURE TREATED TEMPORARY MARKER, WRAP WIRE AROUND MARKER 5’ OR WIDTH OF PROPERTY LINE, R.O.W., OR PUBLIC SEWER EASEMENT- UTILITY EASEMENT (WHICHEVER IS GREATER) SEWER CLEANOUT, REFER TO STD. DETAIL S—02 FINISH GRADE / NOTES:4 n I ^LAY SIDE SEWERS PERPENDICULAR TO THE MAIN. EXTEND SIDE SEWERS FROM THE SEWER MAIN ONLY WITH TEES. 1. CO 2. BENDS ARE NOT ALLOWED IN THE PUBLIC RIGHT OF WAY (R.O.W.). PORTION OF THE TEMPORARY MARKER EXTENDING OUT OF THE GROUND SHALL HAVE 2” HIGH STENCILED ”SS” LETTERS IN BLACK PAINT, DEPTH TO THE STUB SHALL BE NOTED. SIDE SEWERS SHALL BE 6” DIA. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, WITH A MINIMUM SLOPE OF 2%. GREATER THAN 25" ANGLE (47% SLOPE) REQUIRES CONCRETE BLOCKING. GREATER THAN 45" REQUIRES EPOXY LINED DUCTILE IRON TEE. err:1’x2”x4” PRESSURE TREATED CLEAT----- 3.W 4. 9 GAUGE- GALV. WIRE5. GASKETED CAP (TO BE REMOVED WHEN CONNECTION IS MADE) GASKETED SWEEPING WYE 6” DIA. MIN., 2% MIN. SLOPE \ TEE GASKETED CAP AT END OF LINE------- SEWER MAIN 12”X2”X4” PRESSURE TREATED ANCHOR---- DATE: 01/05/2021 APPROVECljytNGJNEER:igfrrgf ________—. •Auburn SIDE SEWER STUB'ar. STANDARD DETAIL: S-01.2PUBLIC WORKS DEPARTMENTPlotted by: Craig Dobyns on 12/16/2020 File location: M:\Construction Standard Details\Current Working DWG\Sewer and Storm\STDETL-S-01.2 5/8 —11 N.C. x1-1/4” STAINLESS STEEL COL, HEX DRIVE CAP SCREW (2) EA. REQ’Di22’’ DIA.XCONCRETE APRON OR DRIVEWAY>\\yy vyx7,AvX \/ypp \\xj*:itPROPERTY LINE, R.O.W., OR PUBLIC SEWER EASEMENT (SEE NOTE 2)11 MINI-32’ MAX.IIUPfMi •.<XCAST IRON RING Sc LIDI.:moo16NATIVEMATERIAL—r■fiCMX:i' /jr15” 0, 12” MIN. LENGTH PVC OR DUCTILE IRON-uIim3/4” TO 1 1/2” MINUS WASHED ROCK14’NON-GASKETED PVC CAP-------------19xAPPROPRIATEREDUCER45" BEND/CAST IRON RING Sc LIDvTO SIDE SEWER TEE AT THE MAIN, SEE STANDARD DETAIL S-01-------------6” MIN. DIA., 2% MIN. SLOPEFUTURE CONNECTION TO BUILDINGNOTES:4” DIA. MIN. RESIDENTIAL. 6” DIA. MIN. COMMERCIAL, 2% MIN. SLOPEBENDS IN THE SIDE SEWER LINE ARE NOT ALLOWED WITHIN THE PUBLIC R.O.W.1.2. CLEAN OUTS MAY BE ESTABLISHED ON BACKSIDE OF UTILITY EASEMENTS IF APPROVED BY CITY ENGINEER.ADDITIONAL CLEAN OUTS ARE REQUIRED ON SIDE SEWER LINE WITHIN PRIVATE PROPERTY WHEN CUMULATIVE BENDS ON SIDE SEWER LINE EQUALS OR EXCEEDS 135“3.Plotted by: Craig Dobyns on 1/31/2017 File location: M:\Construction Standard Details\Approved Drawing Files (dwg)\Sewer and StorTn\STDETL—S—02.2DATE:APPROVED/BY CITY ENGINEER:PRIVATE SANITARY SIDE SEWER CLEAN OUT .CITY OF• I131 Tm 1 EVELOPMENT Sc PUBLIC WORKS DEPT.COMMUNITY STANDARD DETAIL:S-02.2 Pobyn9 on 12/16/2020 File locotion: M:\Construction Stondord Detail9\Current Working DWG\Sewer and Storm\STDETL-S-03.2LOCKING MANHOLE RING & COVER SHALL CONFORM TO STANDARD DETAIL S-04NON-GASKETED PVC CAP----------CLEANOUT RING AND COVER ADJUSTMENT SHALL CONFORM TO STANDARD DETAIL T—05----------------------x<omNOTE:MANHOLES ARE REQUIRED AT UPSTREAM END OF ALL SEWER MAINS.A» ►--INSTALL PRECAST CONCRETE ADJUSTING RINGS/LEVELLING BLOCKS AS NECESSARY TO MATCH FINAL GRADE--------------------' - >—2PLACE AND COMPACT CRUSHED SURFACING TOP COURSE (TYP) PER WSDOT SPEC. SECTION 9-03.9(3)CD3/4” TO 1 1/2 MINUS WASHED ROCK--------------8” DIA. MIN.45" BEND8” DIA. MIN.,12” LONG NIPPLE45" BEND8” MIN. DIA.-'GASKETED SWEEPING WYEGASKETED GASKETEDCAPCAPGASKETED SWEEPING WYE8” DIA. MIN.STANDARDINSTALLATIONALTERNATEINSTALLATIONNTS NTS99:y33Nf0N3'AII0 £a-'a3AOdddV IDATE: 01/05/2021 jsransnvPUBLIC SIDE SEWER CLEANOUT (8” OR LARGER)ocrS-03.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL: (3) 1”0 HOLES EQ. SPACED AT 120" APART ON A 30^”0 B.C. -(3) %” POCKETS EQ. SPACED AT 120" APART ON A 23K6”0 BOLT CIRCLE PICKHOLE O'B0=0 0=0n=DE=D=D«=D=nT=SEWER=0=DO=D=D=D=0 TV B ir>A A aLJtasP O £ F fFFP t 5 oo r2 am**. COVER - PLANn i i'o'. V,NTS%[£Y 25CM53MADE IN I.SA [ FRAME - PLAN ro NTS h.y2 1 a1 NONSKID PATTERN SECTION B-B0 25y2 a NTS 1%it "t %nCAST IN GASKET GROOVE o 1*6COImI 1/2”-13 HEX BOLT & STEEL WASHER & RUBBER WASHER TYP. (3) PLACES io CO(O TJCo 0 23%n*©CO o 0 279/6 i)5o cn RUBBERIZED GASKET, SEE NOTE 4 0 34/8 it o5 BOLT DETAIL ©NTStSECTION A-Aos’NTSNOTES:o ®o ■p COVERS SHALL HAVE THEIR USE CAST IN 2” RAISED LETTERS: ’SEWER’ FOR SANITARY SEWERS, ’DRAIN’ FOR STORM SEWERS AND ’WATER’ FOR WATER CONVEYANCE. THE WORDS ’CONFINED SPACE PERMIT REQUIRED’ SHALL BE CAST IN 1” LETTERS AS SHOWN. 1.oTJco CO co o5 c GRAY OR DUCTILE IRON FRAME AND DUCTILE IRON COVER WITH MINIMUM WEIGHTS AS FOLLOWS: 2.oo co=8 FRAME = 210 LBS.8 © COVER = 150 LBS.oCMOCM\3. PROVIDE SLIP RESISTANT COATING IN PAVED AREAS.co CM WHEN CALLED FOR IN THE CONTRACT DOCUMENTS, INSTALL INFRA-RISER PRODUCT NUMBER IC2431F0050F BY EJCO PER MANUFACTURER RECOMMENDATIONS (OR APPROVED EQUAL). 4.o cioQ DATE: 01/05/2021 o APPROVED^ CljytNGJNEER:24” DIA. MANHOLE FRAME AND COVER i'STYOf-Auburno'ar.£'VA5H1 KjTrK2 S-04.4PUBLIC WORKS DEPARTMENT STANDARD DETAIL:oCL 90° PVC LONG SWEEP BEND, TURNED TOWARD THE DIRECTION OF THE FLOW — CORE DRILL HOLE INTO EXISTING, APPLY KOR-N-SEAL® CONNECTOR OR APPROVED EQUIVALENT, NON-SHRINK GROUT AS REQ’D--------------- EXISTING LADDER RUNGS -8” PVC TEE (SDR 35) W/ PARTIAL PVC PLUG (SEE NOTE 3 BELOW) 12” MIN. 18” MAX. INLET SANITARY LINE I \PVC PIPE (SDR 35) OR Dl PIPE (EPOXY LINED & COATED) DIAMETER SHALL MATCH INLET / trXV- <PIPE ”2 I PIPE SUPPORTS SHALL HAVE ADJUSTABLE BRACKETS Sc SHALL BE MADE OF 1-1/2” WIDTH 11 GAUGE TYPE 304 STAINLESS STEEL. PINCH BOLTS Sc NUTS SHALL BE 3/8” DIA. 18-8 STAINLESS, (TYP). BRACKETS SHALL BE RELINER®(OR APPROVED EQUIVALENT) 90' PVC LONG SWEEP BEND, TURNED TOWARD THE DIRECTION OF THE FLOW (SEE DETAIL ABOVE) x /<CL2 > CM t X rn<CM REMOVE EXISTING BENCH TO SPRING LINE OF EXISTING PIPE & RECHANNEL AS REQ’D*■ •• A Jt-L EXISTING SANITARY SEWER CHANNELNOTES: TYPE 1 MANHOLE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DETAIL MAY ALSO BE APPLIED TO TYPE 2 & 3 MANHOLES. 1. 2. DROP CONNECTIONS TO EXISTING 48” OR LARGER MANHOLES ONLY WITH ENGINEER APPROVAL. PLUG TO BE CUT TO LEAVE 60% OF PIPE DIAMETER OPEN FOR MAINTENANCE ACCESS. 3. DATE: 01/05/2021 APPROVED^!? CljytNGJNEER:Auburn RETROFIT EXISTING MANHOLE WITH INSIDE DROP'ar. WAIHINSTON S-05.2PUBLIC WORKS DEPARTMENT STANDARD DETAIL:FLOWPlotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Sewer and Storm\STDETL-S-05.2 NOTE: CITY ENGINEER APPROVAL IS REQUIRED BEFORE USING THIS DETAIL MANHOLE RING & COVER ADJUSTMENT SHALL CONFORM TO STD DETAIL T-05—LOCKING MANHOLE RING & COVER SHALL CONFORM TO STD DETAIL S—04 FINISH GRADE 24LEVELING BRICKS OR GRADE RINGS AS REQUIRED. 3000 PSI SMALL AGGREGATE CONCRETE BETWEEN EACH RING------------------- s\\\\\\\\\W 4PRECAST CONCENTRIC CONE <7V y HAND HOLD 12” O.C. (1 STEP MIN.)FULL DEPTH CAHNNEL —xCD1/2”/FT. Q (TYP) <ro o 4”£5o1 C\J oTYP.X<¥-U) ■rO lOEoo is'GROUT FILLET (TYP)g3 VGO ------t>—TJ Ac:o A .FIELD CONSTRUCT 3000 PSI SMALL AGGREGATE CONCRETE CHANNEL AND SHELF TO CROWN OF THE PIPE--------------------- A A■ t>y t>LL AC <5 CNJa E>A \IT 8”—12” DIA.s PIPEQ 5-6" DIA. CEMENT CONCRETE BASE, CL. 3000, CAST IN PLACE T>)REBAR #4 @ 12” EW> Im RUBBER GASKET 48” DIA. oV.c:ain c O c ALTERNATE: MANUFACTURED BASE WITH FLAT TOP, FRAME AND COVER IS ACCEPTABLE s' c i8 .... co n co1 ! i o Sp2 APPROVED BY CITY ENGINEER:DATE: ..... .....g/ypcib flCOMMLfffllTY ff^VELOPMENT & PUBLIC WORKS DEPT. EXTRA SHALLOW MANHOLE DETAIL .CITY OF £WASHINGTON STANDARD DETAIL:S-06.1 MAIN n ADJUSTMENT RISER(S) PER STD DETAIL T-05 < a \I N A OIV)IE i • io <0 XJ •1cJo >-& CD3=Q iioL- c L O _ro q sjr.\Q "2u 1 /2”/FT. (TYP) SEWER MAINTJCD(/)GROUT SUMP TO FLOW AS SHOWN ABOVE *• Aco c Af I<5 A.a co=g8 <1 v :-1.-2.u: to 4” LAYER OF GROUT o SAND BASE BELOW GROUT WHERE FUTURE EXTENSION IS ANTICIPATED OTHERWISE GROUT FULL DEPTH OF BASE cSI--» c:o 3.amI3r:: 1 APPROVED) BY CITY ENGINEER:DATE:MANHOLE AT END OF SANITARY SEWER LINE lCITYOF —,d@EF^N'LzLofedfy PUBLIC V .L WASHINGTONYI CO DEVELOPMENT & WORKS DEPT.STANDARD DETAIL:S-07.2 1/2” PER FT., TYP.A •d <s A A 4 * ,’o>y •• <0 = ■ Ia i4 GROUT SUMP TO FLOW TO SEWER • d A 2.V=rFLOW MANHOLE LADDER RUNGS <■<3 d A,4 d CHANNEL WIDTH SHALL MATCH THE INSIDE DIAMETER OF THE OUTFLOW PIPE d d<3• 4 <7 / <4 <7//d //d h■ < <7 <74« 4 Ld <7 * 9- 4 4 d 4 '«d d < d *3 d d <7 d NOTES: NO STEPS OVER PIPES OR MANHOLE CHANNELS. WHEN POSSIBLE STEPS SHALL BE POSITIONED OVER THE LARGEST BENCH AREA. 1. 2. FAST SETTING CONCRETE SHALL NOT BE USED. <7 'd 4d <7<3d 4<7 d d d<74 4 • <1 d 4 4d • <?• d d<7 d4<7r<777 T~tvddCDd: d d drO •n' d CHANNEL WIDTH SHALL MATCH THE INSIDE DIAMETER OF THE INFLOW PIPE, TYP. * ^CHANNEL SHELF% 1/2” PER FT., TYP.FULL DEPTH CHANNEL SHALL MATCH THE LARGEST INSIDE PIPE DIAMETER------------------ 4 d. 4>&<7 d d Tdd- d d d OI : I Io(/> D * C :2-a II ■. :: Ea >Eo. %a 'a i x. o■qc5w c C cS<r o I <o oC 1 ro o Il io E APPROVED BY CITY ENGINEER: DATE:MANHOLE CHANNEL CONSTRUCTION .CITY OF Sj5 /2oUa LOPMENT Sc PUBLIC WORKS DEPT. WASHINGTON | COMMUNITY STANDARD DETAIL:S-08.1dFLOW■ vb.■ vd 02/09/2023 GASKETy2”0 THRU ON 103/4 BC (6 PLACES) n nM11.852.75 iv x 1 y2DP SOCKET DRILL FOR y4” MAC SCR & ESNA NUT >> >)10.34 o o og PIVOT BOLT o o n8.63o o OFCO CMCM »>oo .50tztt ICDI O OO O 7t O ITTo TTT CMOI I I ILL .50 SCH 80 PVC VAN STONE FLANGE SOCKET Sc GASKET DRILL FOR 7/16-14 — UNC 2AX 2/4” HEX HEAD CAP SCR W/ ESNA LOCK NUT, OR APPROVED EQUIVALENT DRILL THRU FOR 7Aq CAP.50 FLANGE SOCKET, SEE DETAIL THIS SHEET--------------- SCR FLANGE SOCKFT NTSSHEAR GATE NTS PVC ELBOW, AFFIXED W/ PVC ADHESIVE TO SADDLE, SECURED W/ (2) STAINLESS STEEL CLAMPS 2” MIN. CIRCUMFERENCE LENGTH- OF OPENING SHALL BE SIZED FOR 100 YR. FLOW I v_0VERF_L0_W W.S.YiCiESiGNJATS.^6” MIN.•a >* j V3/4” 0 VERTICAL BAR GRATE @ 4” O.C. FOR SECONDARY INLET PVC CAP AFFIXED W/ PVC ADHESIVE TO ELBOW - ORIFICE TO BE SPECIFIED > 6” MAX.1 /• 2 VERTICAL BAR GRATE ELBOW RESTRICTOR NTS NTS NOTE:2,:NOTES: ■THIS DETAIL IS FOR STORM USE ONLY USE A MINIMUM OF 54” DIA. TYPE 2 CATCH BASIN. OUTLET CAPACITY SHALL BE 100-YR. DEVELOPED PEAK FLOW. RESTRICTOR TO BE MADE WITH NON-GASKETED PVC, SDR-35. FLOW RESTRICTOR TO BE CONNECTED TO OUTLET PIPE WITH GASKETED CONNECTION OR ROMAC COUPLER. BASIN LID FRAME AND LADDER RUNGS OR STEPS ARE OFFSET SO THAT: A. RESTRICTOR IS VISIBLE FROM TOP. B. ACCESS SPACE IS CLEAR OF RISER AND RESTRICTOR. C. COVER FRAME IS CLEAR OF CURB. PROVIDE AT LEAST TWO 3”x0.090 GAUGE TYPE 304 STAINLESS STEEL SUPPORT BRACKET EPOXY ANCHORED 2” INTO CONCRETE WALL WITH MAX. 3’ VERTICAL SPACING. LOCATE ELBOW RESTRICTOR AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. PIPE SIZES AND SLOPE PER PLAN. SHOW ALLOWABLE DISCHARGE ”Q” 1.Z 2.i> 3.> 4.!> 3 5. 5 : ■ :■/3 6.5 3 ■ S'7.■s ■i" > PAGE 2 OF 2> 2»DATE: z/zcY/y :NGINEER:APPROVED BY Cl FLOW RESTRICTOR.Tii v ClAUBURNvWAaiilN^'rON STANDARD DETAIL: S-09a.2PUBLIC WORKS DEPARTMENT JOINTfCENTER OF UNIT (INSTALLATION POINT)--------------- C6x8.2 CHANNEL RAIL M12 7^// 0 7^0/ CURB OPENING INLET NOTES: 00 CM1. STRUCTURE SHALL BE MONOLITHIC AIR-ENTRAINED CLASS 3000 CONCRETE. 2. HOT DIP GALVANIZE C6x8.2 CHANNEL & ANCHOR BOLTS AFTER FABRICATION. ro mm \m.\ \ >>12 to 00r-to CM 7^>7>> \\T\VV\7\\CL>-OO CM ro 0 \06x8.2 CHANNEL RAIL (MATCH TOP OF CURB)------ TYPICAL GUTTER ELEV. 2%MIN. 3/4”x10 ANCHOR BOLT W/ 1/4” WELD (TYP. OF 4) LID FACILITY MARKER TO BE PROVIDED BY CITY (TYP. OF 2) » 6 ”6 ”6 ”6’’o (4) ANCHORSiU)i vE 1/4” TYP.7 gO 6:1(/) TJ II.O 0i I 6”ilf SWALE BED€>I cm PLAN PAVEMENT / ROAD TrV.o NTS•». ; Q cn L »»36o5 /»3/4”x10 ANCHOR BOLT, //c ZJ MODIFIED CURB & GUTTER o TYP.co I SECTION AoX)NTSP</)06x8.2 CHANNEL TOP OF CURB n 11 >>>>r,■n 6”c 18 A 28 A 18o i// /1c ✓/7 71” LIP3 ZZET2E3Ez“5SEZE ROADWAY SLOPEo 5 ;JJO b.■c•cJD IZ a)MATCH ROADWAY SLOPE ot: l GUTTER3/4”x10” ANCHOR BOLT W/ 1/4” WELD, TYP.--------- JOINTSo LINE o 2 SECTION B1NTSIK -o APPROVI BY CITY ENGINEER: DATE:o COVERED CURB OPENING INLET .CITY OF> EVELOPMENT Sc PUBLIC WORKS DEPT. ilUBTJI/>,.a WASHINGTONs CO UNI STANDARD DETAIL:S-10.1r>. BLIND FLANGE OR SMALLER SIZE PIPE C B BABLIND FLANGE At>< K) 3lsic) C s c BLIND FLANGE OR PLUG \i-sru __C—1 ■“ClBLIND FLANGE I 90° BENDTEETEEUNBALANCEDACAPPED CROSS CROSS HORIZ OR UPWARD VFRT. BENDSNOTE: SEE STD. DETAIL W-03 FOR TYPICAL BLOW OFF ASSEMBLY. MAINTAIN 2” CLEARANCE BETWEEN CONCRETE AND PIPE D.l. PIPE i fl'S <££nj>cotzLijfc p //r- 3"E DB 1 *4cr<>ioo FOR PIPE SIZES UNDER 12" USE 2 3/4” 0 HOT DIPPED GALV. THREADED RODS FOR 12” & 14” USE 4 3/4” 0 HOT DIPPED GALV. RODS 11 1 /4' BEND 22 1 /?' RFND 18'#4 REINF. HOOP SHALL BE 2” BELOW TOP OF CONCRETE - MIN. TIE BACK BLOCK #5 REBAR (EXTEND 2' INTO CONCRETE) cDETAIL C 3 x PIPE 0 dD • <r A MINIMUM BLOCK SHALL BE AGAINST UNDISTURBED EARTH r 45' RFNDonDOWNWARD VERTICAL BEND PLASTIC BARRIER CONC. BLOCK SYMMETRICAL TOP & BOTTOM THRUST BLOCK TABLE MIN. BEARING AGAINST UNDISTURBED SOILNflIES BEARING AREA OF CONC. THRUST BLOCK IS BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 2000 PSF. 1.©© ©©PIPE SIZE SQ. FT.SQ. FT.SQ. FT.SQ. FT.SQ. FT. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES. PRESSURES, AND SOIL CONDITIONS. 2.3 3 2 24' 2 4 3 2 26’2 CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 3.7 5 48'2 2 6118 310'2 16 11 9 512'3THE BLOCK SHALL BEAR AGAINST THE FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP AND DISMANTLING OF JOINT. 4. 14”22 1215 6 3 29 20 1616 8 4 18”36 25 20 10 5THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. 45 32 24 1320' 6 54 38 29 1522'8 24”3564 45 18 9USE 2” THICK STYROFOAM TO FORM THE CONCRETE BLOCKING. PLASTIC SHALL BE INSTALLED BETWEEN ALL CONCRETE BLOCKING AND FITTINGS. 6. 28”87 62 48 24 12 30”101 71 55 28 14 RESTRAINED JOINTS ARE REQUIRED WHERE BEARING SOILS OR FILL MATERIAL ARE DETERMINED BY THE ENGINEER TO BE UNSUITABLE TO PROVIDE ADEQUATE BEARING LOAD. OR THIS SOIL HAS BEEN DISTURBED. 7.36”145 102 78 40 20 107197139 5542' 27 257 181 140 7148’36 DATE:APPROVED BY CITY, ENGINEER*WATER MAIN BLOCKING city or- ©i WASHINGTON OPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL:COMMUNI W-01.1Plotted by: Craig Dobyns on 8/10/2016 File location: M:\Construction Standard DctailsYApproved Drawing Files (dwg)\Water\STDETL—W—01.1 1/17/2022 SHUTOFF VALVE INSTALL TEE AFTER UNION DOMESTIC WATER SERVICE METER DOMESTIC WATERLINE TO LANDSCAPE IRRIGATIONl 1 1 TO WATER MAIN BACKFLOW PREVENTION ASSEMBLY PROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AFTER ”TEE”— c±>ROW, OR EASEMENT LINE PLAN NTS NOTES: 1. BACKFLOW ASSEMBLY SHALL BE PER DESIGN STANDARDS. 2. THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCE ONLY. DATE: 01/05/2021 APPROVED^ CljytNGJNEER:3/4” TO 2” IRRIGATION FROM DOMESTIC SERVICE LINE (SINGLE FAMILY) I'trrtor —Auburn'ar. 'VASHtNSTrK W-06.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL:Plotted by: Craig Dobyns on 12/30/2020 File location: M:\Construction Standard Details\Current Working DWG\Water\STDETL-W-06„3 02/09/2023 4 . i131 109Oi FIRE SPRINKLER LINE TO BUILDING S>.12 7O.C£ I If: i133 !11 A,>\ /\a >-LiI,\7 2 : I1413 DOMESTIC SERVICE LINE TO BUILDING5 8CONSTRUCTION NOTES:6 i ©2” POLYETHYLENE SERVICE PIPE. PUBLIC PRIVATE©2” SADDLE. 2” CORPORATION STOP. ©CURB VALVE WITH COUPLINGS AND LOCK WING EARS, ENCASED VERTICALLY BY 3” DIA. SCH. 40 PVC PIPE, NOTCHED AT BOTTOM TO FIT OVER COUPLINGS. FIRE LINE PVC PIPE SHALL BE PAINTED RED TO IDENTIFY AS A FIRE LINE. METER YOLK WITH SPACER PIPE W/ HOLE IN SPACER. DO NOT INSTALL GASKETS. 17”x30” METER BOX. ADAPTER COUPLING, TEMPORARILY CAP IF PRIVATE SIDE CONNECTION IS NOT READY. SHUT OFF VALVE ON DOMESTIC LINE (CUSTOMER TO INSTALL AND MAINTAIN). 2”x2”xl” TEE, WHERE *” IS METER SIZE IN INCHES (1” MINIMUM) FOR DOMESTIC LINE. BACKFLOW PREVENTION ASSEMBLY ON FIRE SPRINKLER LINE (CUSTOMER TO INSTALL AND MAINTAIN). #10 INSULATED COPPER TRACER WIRE. 2" ADAPTER (MIPxCOMP) 1” BRASS NIPPLE, LENGTH AS NEEDED. *” BRASS ELBOW © © ©7 8 ©3-) : V> 3 7< ©5 12> 133 3 'j 14 ■> NOTES:3 THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCES ONLY.1.3 CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS.2. >BACKFLOW PREVENTION ASSEMBLY SHALL BE PER DESIGN STANDARDS.3. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. 4.3 5*•! 4 NO DETAIL IS REQUIRED FOR FLOW-THROUGH FIRE SPRINKLER SYSTEMS.5. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE.6.>3 DATE:APPROVED BY CITY ENGINEER:3 2” FIRE SPRINKLER LINES WITH 3/4” to 2” DOMESTIC SERVICE LINE iCiWflr © .AUBURN5 PUBLIC WORK^ DEPARTMENT ^ 31 WAiiilfjfi’rdfJ3 STANDARD DETAIL:W-09.3 1/17/2022 METER METER LENGTH FLG. TO FLG. MIN. MIN.OLDCASTLE VAULT MODEL GRANITE VAULT MODEL MIN.BYPASSMAIN LINESIZE LENGTH WIDTH HEIGHT ** ** 3” D.I.P. 3” D.I.P.8’-4”4-4"6’—2”4484-LA 4x8 MV3'17' 4” D.I.P. 4” D.I.P. 8’—4'4’-4”6’—2'4484-LA 4x8 MV20'4’ 6” D.I.P.6” D.I.P.10’—6”5-0' 6-2'5106-LA 5x10 MV6'24' 30 1/8’8” D.I.P.8” D.I.P.12’—0”6’—0’6’—5'612-LA 6x12 MV8’ 41 7/8’10” D.I.P. 10” D.I.P.14’—O'8’-0’ 6’—5’814-LA 8x14 MV10’ CM ^OR APPROVED EQUAL** 6”2 13MIN. 13 o I!33OUTLET INLET 9 113 6” MIN..mi-rpn PLAN 126 6” MIN.NTS 9ro CD /TH]I I b \ *\O£\Q CMcn7'■iO5 1uIt 44o/✓ os "2oT3CD INLETOUTLETV) co 8o5CM coo mm c .1 io v~V=8 ,0 sos X~Y)oi ’Or a at a Sl iYDl©f oCMO A JCM >4<So z 13ICMELEVATIONc10o COci NTS Page 1 of 2oa DATE: 01/05/2021 APPROVED^ CljytNGJNEER:3” OR LARGER WATER METER INSTALLATION i'STYOf-Auburno 1 ’VASHlKjTCKs W-16.3PUBLIC WORKS DEPARTMENT STANDARD DETAIL:o Q. BILL OF MATERIALSQUANTITYPART NO. DESCRIPTIONMETER PROVIDED BY CITY FOR CONTRACTOR INSTALLATION:SENSUS OMNI C2 COMPOUND METER OR APPROVED EQUAL FLANGED WITH BUILT-IN STRAINER AND ENCODERS COMPATIBLE WITH CURRENT SENSUS AMR/AMI SYSTEMO1©1LOCK WITH CHAINS©3 AWWA C-509 OR C-515 GATE VALVE COMPLETE WITH HAND WHEEL©FIRST JOINT OUTSIDE VAULT REQUIRES FIELD LOK GASKET OR OTHER FORM OF JOINT RESTRAINT2PRECAST CONCRETE VAULT COMPLETE WITH COLLAR, C555 WHITE INTERIOR PAINT©1©36”x72” ALUMINUM HATCH H20-44 CLASS B, STATIC LOADING WITH HOLD OPEN ARM1APPROVED SAFETY LADDER W/ TELESCOPING SAFETY POST (IF VAULT IS OVER 30’O.S.H.A.DEEP). BOLT LADDER TO VAULT FLOOR AND TO VAULT WALL©1©2GALVANIZED STEEL ADJUSTABLE PIPE SUPPORT©2 MEGALUG OR ROMAGRIP SEALED IN CONCRETE FILLING KNOCKOUTSUMP DRAIN, CONNECT TO CITY STORM SYSTEM, IF GRAVITY DRAIN IS NOT FEASIBLE, A SUMP PUMP WITH CHECK VALVE ON DISCHARGE LINE IS REQUIRED1SPOOL, MINIMUM LENGTH 2’-0”, ONE END OF SPOOL TO BE INSTALLED WITH A UNI-FLANGE W/ RESTRAINT LUGS.©12” AMR PORT15/8” MINUS CRUSHED ROCK FOUNDATION WITH COMPACTED DEPTH OF 12” MINIMUMAS REQ’DSTANDARD FABRICATION & FINISHING SPECIFICATIONALL STEEL PIPE SHALL BE SANDBLASTED, EPOXY LINED AND COATED TO AWWA C-120 AND NSF-61 SPECIFICATIONS. FINISH COATING SHALL BE BLUE ENAMEL.1.2. GATE VALVE ON THE BYPASS SHALL BE NORMALLY CLOSED AND LOCKED WITH THE GATE VALVE ON THE MAIN LINE AS SHOWN AND KEYS GIVEN TO THE CITY.3. DUCTILE IRON PIPE SHALL BE ACCORDING TO 9-30.1(1) OF THE STANDARD SPECIFICATIONS.Plotted by: Craig Dobyns on 12/10/2020 File location: M:\Construction Standard Details\Current Working DWG\Water\STDETL-W-16a.4Page 2 of 2 DATE: 01/05/2021 APPROVED^ CljytNGJNEER:3” OR LARGER WATER METER INSTALLATION NungnvSTANDARD DETAIL: W-16a.4PUBLIC WORKS DEPARTMENT WApR Cl VALVE BOX DROP COVER, PER STD. DETAIL W-18 E5 p 18” Cl VALVE BOX TOP, PER STD. DETAIL W-18 NOTE: IF DEPTH OF NUT IS GREATER THAN 7 FEET, CONTRACTOR TO PROVIDE NUT EXTENSION 5” DIA. C.l. SOIL PIPE (OR APPROVED EQUAL) LENGTH AS NEEDED, PER STD. DETAIL W-19 / C.l. VALVE BOX BOTTOM (OR APPROVED EQUAL) LENGTH AS NEEDED, PER STD. DETAIL W-19 i£b * ■ EI \->%2” SQUARE OPERATING NUT s fc~a \W V ViE Eo eCLI TT1 TT I TP TTItifl-H iIJji OJ1 fl'20Vc Ato co {4-- = ^-)C5 T ae cj \f-------u::::]E <0 o to ::o (i£ oQ E APPROVED BY CITY ENGINEER:DATE:, CITY OF -1 VALVE WRENCH EXTENSION BOX ENVELOPMENT & PUBLIC WASHINGTONSINITYCOWORKS DEPT.STANDARD DETAIL:W-17.1 ALIGN LID EARS WITH DIRECTION OF MAINi %i I"""- -r-:- f / ro CDw, TOP VIEW TOP VIEW 8)6' > 6% % •' 6%11 ^2 >> 3+ CO N \l BOTTOM VIEW > 3 I COCO J S'roro3a II■00 rmVCOcir-OA 2s CO 9y4"' DIA. 4%cn»;i y 65/q" DIA.ij 5%M 3 e%>>3 Ji 5 6/Ejn !>VALVE BOX DROP COVER^6:• i NOT TO SCALE !> 3 18” CAST IRON VALVE■i : BOX TOP & COVER‘3 5 NOT TO SCALEo 3; /i , DATE; public works /Department NEER:APPROVED BY CITYa C.l. VALVE box top & VALVE BOX COVER • city of. ....__AUBURN) C*j WASHINGTON !■ W-18.3STANDARD DETAIL:3 5 3/8 0 5 3/16” 0 1/2” 0 VB 9 0H P# S oo4ESAG 6 13/16” 0HT M oo 6 1/8” 0A N 0 CM CO 5 5/16” 0&to 5 3/8” 0D A 5 3/8” 0T5 5/16” 0 roE ft1 LETTERS (TYP.) 6 1/8” 0 CO in B H P# Sco6 13/16” 0 9 E0A GSINGLE HUB 5” C.l. SOIL PIPE 4 T MDVALVE BOX EXTENSION AHNOT TO SCALE N 0 5 5/8” 0 &5 1/8” 0 D DOUBLE HUB 5” C.l. SOIL PIPE VALVE BOX EXTENSION A T ENOT TO SCALE CM 7 1/2” 0 13/16” 0 8 3/4” 0 C.l. VALVE BOX BOTTOM NOT TO SCALE O) 9 EI ’ oL' c;->*-o C Q 1 o. a£ X) oX3C5CO c0 15 c<5 - co © C CO oCM K)s.N o:<> 0a e APPROVED BY CITY ENGINEER: DATE:5 C.l. SOIL PIPE VALVE BOX EXTENSION K/W&ljh & C.l. VALVE BOX BOTTOM o L. §I c VELOPMENT & PUBLIC WORKS DEPT.STANDARD DETAIL:W-19.1&17u91/1 —HH(ALSO AVAILABLE IN 30”,36”, AND 42”) IM i BACKFLOW PREVENTION ASSEMBLY CL O>-IRRIGATION METER-----oc CM AM IRRIGATION LINE *BACKFLOW PREVENTION ASSEMBLY GATE VALVE OR CORP STOP DEPENDING ON METER SIZE FIRE SPRINKLER LINE TO EACH BUILDING SHALL HAVE BACKFLOW PREVENTION ASSEMBLY INSIDE BUILDING NOTES: CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS.1. 2. BACKFLOW ASSEMBLY IS REQUIRED ON FIRE SPRINKLER, DOMESTIC, & IRRIGATION LINES. TYPE OF ASSEMBLY SHALL BE PER DESIGN STANDARDS. 3. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED & APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION, AND SHALL BE DESIGNED BY A FIRE PROTECTION ENGINEER. * FOR METERS 2” OR LESS USE CORP STOP & FOR METERS LARGER THAN 2” USE GATE VALVE WITH 2” STANDARD OPERATING NUT & COA VALVE BOX TO SURFACE. DATE: 01/05/2021 APPROVED B>^ITY ;INEER:NON-SINGLE FAMILY SERVICE LINESAuburn PUBLIC WORKS DEPXRTMENT WASHINGTON W-20.3STANDARD DETAIL: OPUBLIC PRIVATE DOMESTIC WATER METER SIZE OF SERVICE TO MATCH METER SIZE- DOMESTIC WATER LINE CITY WATER MAINPlotted by: Craig Dobyns on 12/30/2020 File location: M:\Construction Standard DetailsXCurrent Working DWG\Water\STDETL—W—20.3 Dobyns on 7/13/2016 Flic location: M:\Construction Standard D«tails\Approved Drawing Files (dwg)\Watcr\STDETL—W—21.15 1/4” M.V.O. HYDRANTREDUCED PRESSURE BACK FLOW ASSEMBLY FROM STATE APPROVEDrGATE VALVEHYDRANT f ADAPTER 2 1/2”x2LISTWATER METER€r=Ly\INCREASER 2 1 /2”x2”6’ HOSE\I I\\/ma\ \ y-w J k\\. [2 1/2” NTS HOSE PORTCOUPLING WITH PLUGWOOD BLOCKS, ADJUST ASSEMBLY IN THE HORIZONTAL POSITION (BY OTHERS)x<SANDBAG-----(BY OTHERS)oo00CM■■■■■■■■■. 0i>DATE:e APPROVED-.BY CITY ENGINEER:TEMP. COMBINATION HYDRANT METER/ REDUCED PRESSURE BACKFLOW ASSY. CITY OF mmxELOPMENT & PUBLIC WORKS DEPT.'M. rWASHINGTON aSTANDARD DETAIL:W-21.1ITYCOM FROM WATER /InrtfiSi METER OR MAIN PROPERTY OWNER TO ■ INSTALL AND MAINTAIN VALVE AT THE POINT OF CONNECTION PRIVATE INSULATED PROTECTIVE ENCLOSURE 6” MIN. TYP. TO DOMESTIC OR INDUSTRIAL USE3£► 13 PLANMIN.NTS 1. INSULATED PROTECTIVE ENCLOSURE MUST COMPLY WITH THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) 1060 OUTDOOR ENCLOSURES FOR BACKFLOW PREVENTION ASSEMBLIES. IT SHALL BE LOCKABLE WITH A KEY LOCK OR PADLOCK AND SHALL ALLOW FOR MINIMUM CLEARANCES AND PROVIDE ADEQUATE DRAINAGE. 2. RPBA SHALL BE INSTALLED ADJACENT TO THE METER AND HAVE NO BRANCH CONNECTION BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 3. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED ”BAT” AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 4.BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 5. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. :ITY ENGlXitER:APPROVED DATE:.CITY OF JL (5^t REDUCED PRESSURE BACKFLOW ASSY. (OUTSIDE INSTALLATION)WASHINGTON PUBLIC/WORKS "DEPARTMENT STANDARD DETAIL:W-22.2 INSULATED PROTECTIVE ENCLOSURE3” MIN. WHEN VALVE IS FULLY OPEN- 3 MIN. DOH APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY3” MIN. WHEN VALVE IS FULLY OPEN- CM 3” MIN. TYP.m 6” MIN. INSTALL UNIONS TYP. FOR 2” AND SMALLER ASSEMBLIES TYP. SECTION P DRAIN, TYP. BOTH ENDSNTS r i vr!12 %MIN.3iCONC. SU\B -oo PVC SLEEVE #3 E ELEVATION NOTES:NTS I t>PROPERTY OR EASEMENT LINEoi-meuCOVERion Standard Detaiis\Curreni: Working DWG\Woter\5TDETL-W—22.2Plotted by: Craig Dobyns on 12/31/2G18 File location: M:\Constru< PRIVATEPUBLI 4 *PROPERTY OR- EASEMENT LINE TO DOMESTIC ORFROM WATER INDUSTRIAL USEMETER OR MAIN COPROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AT THE POINT OF CONNECTION <4 .~r —.— PLAN NTS r 3” MIN. FROM ANY OBSTRUCTION WHEN VALVE IS FULLY OPEN BUILDING WALL, TYP. DOH APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY BUILDING WALL, TYP. 4 CM 4. 4 3” MIN. FROM ANY OBSTRUCTION WHEN VALVE IS FULLY OPEN A.6” MIN. 6” MIN.4TYP.TYP.«■T 4.d **INSTALL UNIONS TYP. FOR 2” AND SMALLER ASSEMBLIES CONCRETE SLAB (BUILDING FLOOR) CONCRETE SLAB (BUILDING FLOOR)* *SECTION ' 4 4 NTS •a,A •:--* ' 12 MIN.oo U1LBCE PROPERTY OR EASEMENT LINE ELEVATION NTSNOTES: RPBA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 1. 2. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED ”BAT” AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 3. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 4. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. 5. ADEQUATE DRAINAGE MUST BE PROVIDED. K>CNI5I i 0)■s p5o o* o5 e o m O ©o ■poT3co V) co o2 coo co =§8 .© iZ OCNOM O CN co c>s oo DATE: 01/05/2021 APPROVED^ CIJjytNGJNEER:REDUCED PRESSURE BACKFLOW ASSY. (INSIDE INSTALLATION)'ar.1-wumvfTQyTJ PUBLIC WORKS DEPARTMENT W-23.3STANDARD DETAIL:COVER PUBLIC PRIVATE 01 PROTECTIVE ENCLOSURE MUST PROVIDE SPECIFIED CLEARANCES, SEE NOTE 5 o >- |i- 01 , Ld UJ | ^ CL Ld O CO vvvvvvvvvvvv 7VVVVVVVVVVVS ''■-“-HJZV V V V CL <CL Ld FROM WATER METER METER OR MAIN TO DOMESTIC►OR INDUSTRIAL USE PROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AT THE POINT OF CONNECTION PLANiNTS PER NOTE 5 i 4'4: MIN.MIN. UNIONi \ i I UNIONCDbm 4 6” MINIMUM PEA GRAVEL MIN. ELEVATION NTS 1. BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER TESTING AND MAINTENANCE. A MINIMUM OF 12” CLEARANCE FROM ANY OBSTRUCTIONS ON THE TEST SIDE. A MINIMUM OF 6” CLEARANCE BELOW ASSEMBLY AND A MINIMUM OF 6” OF PEA GRAVEL IN THE BOTTOM OF THE BOX. THE MINIMUM CLEARANCE FROM THE TOP OF THE PEA GRAVEL TO THE BOTTOM OF THE ASSEMBLY IS 6”. 2. DCVA MUST BE INSTALLED WITH TEST COCKS FACING UP. TEST COCKS MUST BE PLUGGED WITH BRASS OR PLASTIC PLUGS. INSTALL DCVA HORIZONTALLY. 3. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED ”BAT” AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 4. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 5. MINIMUM CLEARANCE AT ABOVE ASSEMBLY SHALL BE: 9” (FOR 3/4” METER), 12" (FOR 1 METER), AND 14” (FOR 1 1/2” & 2” METER). § APPROVED BY^ITY ENGI :R: DATE:DOUBLE CHECK VALVE ASSEMBLY (OUTSIDE INSTALLATION) .CITY OF /JQ tv \ i PUBLIC ZWORKS ‘DEPARTMENT WASHINGTON STANDARD DETAIL:W-24.2iCOVER18” MIN.inFnojcation: M:\ConstrucUon Standard DetaIls\Current Working DWG\Wcter\STDETL-W—24.2Dcbyns on 12/31/2018 Hi L\ UNIONUNION FLOOR 'A 6” MIN. ELEVATION NTS NOTES: BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER TESTING AND MAINTENANCE. A MINIMUM OF 6” SIDE CLEARANCE BETWEEN DCVA AND WALL OR ANY OBSTRUCTIONS AND A MINIMUM OF 6” CLEARANCE BELOW ASSEMBLY SHALL BE PROVIDED. 1. 2.DCVA MUST BE INSTALLED WITH TEST COCKS FACING UP. TEST COCKS MUST BE PLUGGED WITH BRASS OR PLASTIC PLUGS. 3.DCVA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL DCVA HORIZONTALLY. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER’S EXPENSE. 4. 5.BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. TWO SUPPORTS, EITHER WALL OR FLOOR, ONE ON EACH SIDE OF THE ASSEMBLY, MUST FIRMLY ANCHOR THE ASSEMBLY. 6. APPROVED B Y ENGINEER:DATE:DOUBLE CHECK VALVE ASSEMBLY (INSIDE INSTALLATION) ,CITY ofm -c* v/~7 public Works Apartment WASHINGTON STANDARD DETAIL:W-25.2 <A A 6” MIN.WALL FROM WATER METER OR MAIN TO DOMESTIC OR-- INDUSTRIAL USE WALL •d- 6” MIN. PLAN NTS : A •WALLCDCDWALLA'iV'orking DWG\Woter\STDETL-W-25.2\Construction Standard Detaiis\CurrentPlotted by: Craig Dobyns on 12/31/2013 FIlocation: 02/09/2023 Issued February 2024 City of Auburn Engineering Construction Standards Page 1 TECHNICAL SPECIAL PROVISIONS February 2024 City of Auburn Engineering Services Public Works Department 25 West Main Street Auburn, WA 98001-4998 Approved By: Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer 2/15/2024 City of Auburn Issued February 2024 Engineering Construction Standards Page 2 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Construction Standards Page 3 PREFACE FOR THE CITY OF AUBURN TECHNICAL SPECIAL PROVISIONS Per Auburn City Code (ACC) 12.04.020, all public work construction contracts of the City, including but not limited to streets and sidewalks, storm water and sanitary sewer systems, and water systems, and all work within City public right-of-way performed by the City and others shall conform to the Engineering Construction Standards (ECS). The ECS apply to City capital projects and to work performed by developers and others under construction permits (CON), grading permits (GRA), storm permits (STM), other utility permits, and public facility extensions (FAC). The City of Auburn has adopted the ECS to require the standardization of design and construction elements for consistency, to assure that public safety needs are met, and to comply with Local, State, and Federal regulations. The Technical Special Provisions is a sub-part of the ECS and includes the following elements: A) By reference, Divisions 2 through 9 of the Washington State Department of Transportation’s (WSDOT) Standard Specifications (M41-10) for Road, Bridge and Municipal Construction, 2024 edition publication (Standard Specifications). The Standard Specifications are available at https://wsdot.wa.gov/engineering-standards/all- manuals-and-standards/manuals/standard-specifications-road-bridge-and-municipal- construction. Terms and conditions in the Standard Specifications that reference the following elements apply only to City Contracts and do not apply to CON, GRA, or FAC work: Bidding, Award, Claims, Payment, Measurement, Liquidated Damages, Compensation, Sales Tax, Requests to Sublet, and other terms and conditions that are specific a contractual obligations between the City and Contractor. B) Special Provisions are adopted by the City that supplement, delete, replace, and revise the Standard Specifications. The Special Provisions include references that indicate the applicability of the special provision, the date it was last updated, and the source of the special provision contents: (“Applicability”, “Month” “Year” “Specification Source”) Where “Applicability” indicates “City Contracts” the specification applies only to capital projects under contract with the City. Where applicability indicates “Non-City Contracts” the specification only applies to projects and work that is not a capital project under contract with the City. Where “Applicability” is omitted, the specification applies to all work. C) Additional special provisions may be adopted on a project specific basis and provided separately with the specific project and/or permit that they apply to and are referred to as Project Specific Special Provisions. City of Auburn Issued February 2024 Engineering Construction Standards Page 4 This page intentionally left blank. Issued February 2024 City of Auburn Engineering Construction Standards Page 5 TABLE OF CONTENTS DIVISION 2 Earthwork ....................................................................................................................... 15 2-01 Clearing, Grubbing and Roadside Cleanup ............................................................... 15 2-01.1 Description ............................................................................................................................. 15 2-01.2 Disposal of Usable Material and Debris ................................................................................. 15 2-01.3 Construction Requirements .................................................................................................... 15 2-02 Removal of Structures and Obstructions .................................................................. 15 2-02.1 Description ............................................................................................................................. 15 2-02.3 Construction Requirements .................................................................................................... 16 2-02.4 Measurement .......................................................................................................................... 18 2-02.5 Payment ........................................................................................................ 18 2-03 Roadway Excavation And Embankment .................................................................... 19 2-03.1 Description ............................................................................................................................. 19 2-03.3 Construction Requirements .................................................................................................... 19 2-03.4 Measurement .......................................................................................................................... 20 2-03.5 Payment .................................................................................................................................. 21 2-04 Haul ....................................................................................................................... 21 2-04.2 Hauling on other than City Streets ......................................................................................... 21 2-04.4 Measurement .......................................................................................................................... 21 2-04.5 Payment .................................................................................................................................. 22 2-06 Subgrade Preparation .................................................................................................. 22 2-06.3 Construction Requirements .................................................................................................... 22 2-06.5 Measurement and Payment .................................................................................................... 23 2-07 Watering ....................................................................................................................... 23 2-07.3 Construction Requirements .................................................................................................... 23 2-07.4 Measurement .......................................................................................................................... 23 DIVISION 3 Aggregate Production and Acceptance ......................................................................... 25 3-04 Acceptance of Aggregate ............................................................................................ 25 3-04.3 Construction Requirements .................................................................................................... 25 DIVISION 4 Bases ............................................................................................................................. 26 City of Auburn Issued February 2024 Engineering Construction Standards Page 6 DIVISION 5 Surface Treatments and Pavements ............................................................................. 27 5-04 Hot Mix Asphalt ............................................................................................................. 27 5-04.1 Description ............................................................................................................................. 27 5-04.2 Materials................................................................................................................................. 27 5-04.3 Construction Requirements .................................................................................................... 30 HMA Tolerances and Adjustments ............................................................................................................. 40 5-04.4 Measurement .......................................................................................................................... 58 5-04.5 Payment .................................................................................................................................. 58 5-05 Cement Concrete Pavement ........................................................................................ 62 5-05.4 Measurement .......................................................................................................................... 65 5-05.5 Payment .................................................................................................................................. 65 5-06 Pervious Concrete Pavement ...................................................................................... 66 5-06.1 Description ............................................................................................................................. 66 5-06.2 Materials................................................................................................................................. 66 5-06.3 Construction Requirements .................................................................................................... 66 5-06.4 Measurement .......................................................................................................................... 75 5-06.5 Payment .................................................................................................................................. 75 5-07 Textured Asphalt .......................................................................................................... 76 5-07.1 Description ............................................................................................................................. 76 5-07.2 Materials................................................................................................................................. 76 5-07.3 Construction Requirements .................................................................................................... 76 5-07.4 Measurement .......................................................................................................................... 79 5-07.5 Payment .................................................................................................................................. 79 5-08 Stamped Colored Cement Concrete ........................................................................... 80 5-08.1 Description ............................................................................................................................. 80 5-08.2 Materials................................................................................................................................. 80 5-08.3 Construction Requirements .................................................................................................... 81 5-08.4 Measurement .......................................................................................................................... 82 5-08.5 Payment .................................................................................................................................. 82 5-09 Slurry Seal Surface Treatment .................................................................................... 82 5-09.1 Description ............................................................................................................................. 82 5-09.2 Materials................................................................................................................................. 83 5-09.3 Construction Requirements .................................................................................................... 84 City of Auburn Issued February 2024 Engineering Construction Standards Page 7 5-09.4 Measurement .......................................................................................................................... 87 5-09.5 Payment .................................................................................................................................. 87 5-10 Non-Woven Fabric for Pavement Overlays ................................................................ 87 5-10.1 Description ............................................................................................................................. 87 5-10.2 Materials................................................................................................................................. 87 5-10.3 Construction Requirements .................................................................................................... 87 5-10.4 Measurement .......................................................................................................................... 89 5-10.5 Payment .................................................................................................................................. 89 5-11 High Friction Surface Treatment ................................................................................. 89 5-11.1 Description ............................................................................................................................. 89 5-11.2 Materials................................................................................................................................. 90 5-11.3 Construction Requirements .................................................................................................... 92 5-11.4 Measurement ........................................................................................................................ 100 5-11.5 Payment ................................................................................................................................ 100 DIVISION 6 Structures ................................................................................................................ 101 6-02 Concrete Structures ................................................................................................... 101 6-02.1 Description ........................................................................................................................... 101 6-02.4 Measurement ........................................................................................................................ 101 6-02.5 Payment ................................................................................................................................ 101 6-07 PAINTING ..................................................................................................................... 101 6-07.1 Description ........................................................................................................................... 101 6-07.2 Materials............................................................................................................................... 101 6-07.5 Payment ................................................................................................................................ 103 DIVISION 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains and Conduits ... 104 7-01 Drains ..................................................................................................................... 104 7-01.2 Materials............................................................................................................................... 104 7-01.3 Construction Requirements .................................................................................................. 104 7-01.5 Payment ................................................................................................................................ 104 7-04 Storm Sewers .............................................................................................................. 105 7-04.2 Materials............................................................................................................................... 105 7-04.3 Construction Requirements .................................................................................................. 105 7-04.4 Measurement ........................................................................................................................ 105 City of Auburn Issued February 2024 Engineering Construction Standards Page 8 7-04.5 Payment ................................................................................................................................ 106 7-05 Manholes, Inlets, Catch Basins, and Drywells ......................................................... 106 7-05.2 Materials............................................................................................................................... 106 7-05.3 Construction Requirements .................................................................................................. 107 7-05.4 Measurement ........................................................................................................................ 109 7-05.5 Payment ................................................................................................................................ 109 7-07 Cleaning Existing Drainage Structures .................................................................... 110 7-07.5 Payment ................................................................................................................................ 110 7-08 General Pipe Installation Requirements ................................................................... 110 7-08.1 Description ........................................................................................................................... 110 7-08.2 Materials............................................................................................................................... 110 7-08.3 Construction Requirements .................................................................................................. 111 7-08.4 Measurement ........................................................................................................................ 114 7-08.5 Payment ................................................................................................................................ 114 7-09 Water Mains ................................................................................................................. 115 7-09.1 Description ........................................................................................................................... 115 7-09.2 Materials............................................................................................................................... 115 7-09.4 Measurement ........................................................................................................................ 118 7-09.5 Payment ................................................................................................................................ 118 7-12 Valves for Water Mains .............................................................................................. 119 7-12.3 Construction Requirements .................................................................................................. 119 7-12.5 Payment ................................................................................................................................ 120 7-14 Hydrants ..................................................................................................................... 120 7-14.3 Construction Requirements .................................................................................................. 120 7-14.5 Payment ................................................................................................................................ 121 7-15 Service Connections .................................................................................................. 122 7-15.2 Materials............................................................................................................................... 122 7-15.3 Construction Requirements .................................................................................................. 122 7-15.5 Payment ................................................................................................................................ 123 7-17 Sanitary Sewers .......................................................................................................... 124 7-17.2 Materials............................................................................................................................... 124 7-17.3 Construction Requirements .................................................................................................. 124 7-17.4 Measurement ........................................................................................................................ 126 City of Auburn Issued February 2024 Engineering Construction Standards Page 9 7-17.5 Payment ................................................................................................................................ 126 7-18 Side Sewers ................................................................................................................. 127 7-18.3 Construction Requirements .................................................................................................. 127 7-19 Sewer Cleanouts ......................................................................................................... 128 7-19.3 Construction Requirements .................................................................................................. 128 DIVISION 8 Miscellaneous Construction ......................................................................................... 129 8-01 Erosion Control and Water Pollution Control .......................................................... 129 8-01.3 Construction Requirements .................................................................................................. 129 8-01.4 Measurement ........................................................................................................................ 134 8-01.5 Payment ................................................................................................................................ 134 8-02 Roadside Restoration ................................................................................................. 135 8-02.1 Description ........................................................................................................................... 135 8-02.3 Construction Requirements .................................................................................................. 135 8-02.4 Measurement ........................................................................................................................ 141 8-02.5 Payment ................................................................................................................................ 141 8-03 Irrigation Systems ...................................................................................................... 142 8-03.1 Description ........................................................................................................................... 142 8-03.2 Materials............................................................................................................................... 142 8-03.4 Measurement ........................................................................................................................ 144 8-03.5 Payment ................................................................................................................................ 144 8-04 Curbs, Gutters and Spillways .................................................................................... 145 8-04.3 Construction Requirements .................................................................................................. 145 8-04.4 Measurement ........................................................................................................................ 145 8-04.5 Payment ................................................................................................................................ 146 8-05 VACANT ..................................................................................................................... 146 8-05 Dewatering System ..................................................................................................... 146 8-05.1 General ................................................................................................................................. 146 8-05.2 Vacant .................................................................................................................................. 149 8-05.3 Construction Requirements .................................................................................................. 149 8-05.4 Measurement ........................................................................................................................ 151 8-05.5 Payment ................................................................................................................................ 152 8-06 Cement Concrete Driveway Entrances ..................................................................... 152 City of Auburn Issued February 2024 Engineering Construction Standards Page 10 8-06.1 Description ........................................................................................................................... 152 8-06.2 Materials............................................................................................................................... 153 8-06.3 Construction Requirements .................................................................................................. 153 8-06.4 Measurement ........................................................................................................................ 153 8-06.5 Payment ................................................................................................................................ 153 8-07 Precast Traffic Curb ................................................................................................... 154 8-07.2 Materials............................................................................................................................... 154 8-07.3 Construction Requirements .................................................................................................. 154 8-07.4 Measurement ........................................................................................................................ 155 8-07.5 Payment ................................................................................................................................ 155 8-09 Raised Pavement Markers ......................................................................................... 155 8-09.3 Construction Requirements .................................................................................................. 155 8-09.4 Measurement ........................................................................................................................ 156 8-09.5 Payment ................................................................................................................................ 156 8-12 Chain Link and Wire Fence ........................................................................................ 156 8-12.2 Materials............................................................................................................................... 156 8-12.4 Measurement ........................................................................................................................ 157 8-12.5 Payment ................................................................................................................................ 157 8-13 Monument Cases ........................................................................................................ 157 8-13.1 Description ........................................................................................................................... 157 8-13.2 Materials............................................................................................................................... 157 8-13.3 Construction Requirements .................................................................................................. 157 8-13.4 Measurement ........................................................................................................................ 158 8-13.5 Payment ................................................................................................................................ 158 8-14 Cement Concrete Sidewalks ...................................................................................... 159 8-14.1 Description ........................................................................................................................... 159 8-14.3 Construction Requirements .................................................................................................. 159 8-14.4 Measurement ........................................................................................................................ 161 8-14.5 Payment ................................................................................................................................ 161 8-18 Mailbox Supports ........................................................................................................ 161 8-18.2 Materials............................................................................................................................... 161 8-18.4 Measurement ........................................................................................................................ 161 8-18.5 Payment ................................................................................................................................ 162 City of Auburn Issued February 2024 Engineering Construction Standards Page 11 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical 162 8-20.1 Description ........................................................................................................................... 162 8-20.3 Construction Requirements .................................................................................................. 163 8-20.4 Measurement ........................................................................................................................ 173 8-20.5 Payment ................................................................................................................................ 173 8-21 Permanent Signing ..................................................................................................... 175 8-21.3 Construction Requirements .................................................................................................. 175 8-21.4 Measurement ........................................................................................................................ 175 8-21.5 Payment ................................................................................................................................ 175 8-22 Pavement Marking ...................................................................................................... 176 8-22.1 Description ........................................................................................................................... 176 8-23 Temporary Pavement Markings ................................................................................ 176 8-23.1 Description ........................................................................................................................... 176 8-24 Rock and Gravity Block Wall and Gabion Cribbing ................................................ 176 8-24.2 Materials............................................................................................................................... 176 8-24.3 Construction Requirements .................................................................................................. 177 8-24.4 Measurement ........................................................................................................................ 177 8-24.5 Payment ................................................................................................................................ 177 8-32 Fiber Optic Communications ..................................................................................... 178 8-32.1 Description ........................................................................................................................... 178 8-32.2 Construction Requirements .................................................................................................. 178 8-32.3 Fiber Optic Cable Testing .................................................................................................... 182 8-32.4 Measurement ........................................................................................................................ 184 8-32.5 Payment ................................................................................................................................ 184 8-33 Bollards ..................................................................................................................... 185 8-33.1 Description ........................................................................................................................... 185 8-33.2 Materials............................................................................................................................... 185 8-33.4 Measurement ........................................................................................................................ 185 8-33.5 Payment ................................................................................................................................ 185 8-34 Wood Fence and Gates .............................................................................................. 186 8-34.1 Description ........................................................................................................................... 186 8-34.2 Construction Requirements .................................................................................................. 186 City of Auburn Issued February 2024 Engineering Construction Standards Page 12 8-34.4 Measurement ........................................................................................................................ 186 8-34.5 Payment ................................................................................................................................ 186 DIVISION 9 Materials ....................................................................................................................... 187 9-05 Drainage Structures and Culverts ............................................................................ 187 9-05.7 Concrete Storm Sewer Pipe .................................................................................................. 187 9-05.12 Polyvinyl Chloride (PVC) Pipe ............................................................................................ 187 9-05.13 Ductile Iron Sewer Pipe ....................................................................................................... 187 9-14 Erosion Control and Roadside Planting ................................................................... 187 9-14.2 Topsoil ................................................................................................................................. 187 9-14.5 Mulch and Amendments ...................................................................................................... 188 9-14.7 Plant Materials ..................................................................................................................... 188 9-15 Irrigation System ........................................................................................................ 189 9-15.3 Automatic Controllers .......................................................................................................... 189 9-15.5 Valve Boxes ......................................................................................................................... 189 9-15.6 Gate Valves .......................................................................................................................... 189 9-15.8 Quick Coupling Equipment .................................................................................................. 189 9-15.9 Drain Valves ........................................................................................................................ 190 9-15.11 Cross Connection Control Devices ...................................................................................... 190 9-15.17 Electrical Wire and Splices .................................................................................................. 190 9-15.18 Detectable Marking Tape ..................................................................................................... 190 9-29 Illumination, Signal, Electrical ................................................................................... 191 9-29.1 Conduit, Innerduct, Outerduct .............................................................................................. 191 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes..................................................................... 191 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable ........................................................... 191 9-29.7 Luminaire Fusing & Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases ..................................................................................................................................... 197 9-29.9 Ballast, Transformers ........................................................................................................... 197 9-29.10 Luminaires ........................................................................................................................... 197 9-29.16 Vehicular Signal Heads, Displays, and Housing .................................................................. 201 9-29.18 Vehicle Detector................................................................................................................... 202 9-29.19 Pedestrian Push Buttons ....................................................................................................... 202 9-29.20 Pedestrian Signals ................................................................................................................ 202 9-29.22 Rectangular Rapid Flashing Beacon (RRFB)....................................................................... 203 City of Auburn Issued February 2024 Engineering Construction Standards Page 13 9-29.23 Video Detection Cameras..................................................................................................... 203 9-29.24 Service Cabinets ................................................................................................................... 204 9-29.26 Traffic Signal Battery Backup System ................................................................................. 204 9-29.27 CCTV System ...................................................................................................................... 204 9-29.28 Variable Message Sign System ............................................................................................ 205 9-30 Water Distribution Materials ...................................................................................... 212 9-30.1 Pipe ...................................................................................................................................... 212 9-30.2 Fittings ................................................................................................................................. 212 9-30.3 Valves................................................................................................................................... 213 9-30.5 Hydrants ............................................................................................................................... 214 9-30.6 Water Service Connections (2 inches and Smaller) ............................................................. 214 9-37 VACANT ..................................................................................................................... 214 9-37 Filter Fabric ................................................................................................................. 215 9-37.1 Filter Fabric for Infiltration Systems .................................................................................... 215 9-38 Submittal Approval ..................................................................................................... 215 9-38.1 Submittals............................................................................................................................. 215 9-38.2 Schedule of Submittals ......................................................................................................... 221 City of Auburn Issued February 2024 Engineering Construction Standards Page 14 This page intentionally left blank. DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 15 DIVISION 2 Earthwork 2-01 Clearing, Grubbing and Roadside Cleanup 2-01.1 Description (December 2016 City of Auburn GSP) Supplement this section with the following: Clearing and grubbing shall be done to the construction limits shown on the Plans. When no clearing and grubbing limits are shown, the clearing and grubbing limits shall be the smallest area required to complete the other Contract Work. 2-01.2 Disposal of Usable Material and Debris 2-01.2(1) Disposal Method No. 1 – Open Burning (December 2016 City of Auburn GSP) Delete this section and replace it with the following: Open burning will not be permitted on this project. 2-01.2(3) Disposal Method No. 3 - Chipping (January 2017 City of Auburn GSP) Supplement this section with the following: Woodchips shall not be utilized on the project site unless approved by the Engineer. Wood chips shall be disposed of by Disposal Method No. 2 – Waste Site. 2-01.3 Construction Requirements (January 2018 City of Auburn GSP) Supplement this section with the following: Where the Plans indicate clearing and grubbing on private property, the terms of the easement agreements referenced in Section 1-07.24 (Rights of Way) shall dictate if the property owners are responsible for relocating trees, shrubs, or other landscaping from the work area, and the required advance notice to the property owner(s) from the Contractor. Absent of these stipulations, respective property owners are responsible for relocating or removing trees, shrubs, or any other landscaping material within the work areas that they wish to save, unless specified elsewhere in the contract documents, and the Contractor shall notify property owners a minimum of 7 calendar days in advance of clearing the site, to allow the owner time to remove landscape material. 2-02 Removal of Structures and Obstructions 2-02.1 Description (January 2018 City of Auburn GSP) Supplement this section with the following: Items in the Plans designated to be removed are to be included in the lump sum bid price for “Removal of Structures and Obstructions.” If the Plans or other Contract Documents DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 16 provide quantities, they are estimates only and are provided for Contractor convenience as a basis for bidding only. The Contractor shall verify the listed items and quantities, as shown on the Plans, before bidding. When included in the Proposal, The lump sum bid price for “Removal of Structures and Obstructions” shall include all work specified in Section 2-02 (Removal of Structures and Obstructions), unless there is a separate and applicable pay item included in the Proposal. Removal of all asphalt and/or cement concrete pavement, cement and/or asphalt flatwork (including sidewalks, driveways, and ramps), and curb and gutter, is included in the bid item price for “Roadway Excavation, Incl. Haul”, unless specified otherwise. 2-02.3 Construction Requirements 2-02.3(2) Removal of Bridges, Box Culverts, and other Drainage Structures (January 2017 City of Auburn GSP) Supplement this section with the following: The Contractor shall remove storm drainage structures as described in the Plans. The resultant void shall be backfilled with Gravel Borrow per Section 9-03.14(1) (Gravel Borrow), unless otherwise noted. All material removed from the site shall be properly disposed of, unless otherwise identified to be salvaged. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs and Gutters (City Contracts, December 2016 City of Auburn GSP) Supplement this section with the following: Saw cutting costs shall be included in the bid item for which the sawcut is being made and no separate payment for saw cutting shall be made. (January 2018, City of Auburn GSP) Add the following new section including subsections: 2-02.3(4) Removal and Resetting of Miscellaneous Items (August 2016, City of Auburn GSP) The Contractor shall remove and reset miscellaneous items as described in the Plans. Unless a separate and applicable pay item is included in the Proposal, removal and resetting of miscellaneous items shall be paid under the lump sum bid item “Removal and Resetting of Miscellaneous Items”. When included in the Proposal ,Items listed in the Plans to be removed and reset are to be included in the lump sum bid price for “Removal and Resetting of Miscellaneous Items.” If the Plans or other contract documents provide quantities, they are estimates only and are provided for Contractor convenience as a basis for bidding only. The Contractor shall verify the listed items and quantities, as shown on the Plans, before bidding. 2-02.3(4)A Remove and Reset Fencing (January 2018 City of Auburn GSP) This work consists of removing and resetting fencing as shown on the Plans. The Contractor is responsible for ensuring that any remaining fence and fence to be reset is DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 17 undamaged. The Contractor shall repair any damage caused by the Contractor’s negligence at no additional cost to the City. Costs for the replacement of fencing components and finishes (such as gates, posts, foundations, fabric, stain, and other material) required for the resetting of removed fence shall be included in the costs for removing and resetting the fence. For the protection of pets and security of the property, the Contractor shall schedule removal of fencing with the property owner at least 5 working days in advance. Unless approved by the property owner, no site shall be left unfenced. 2-02.3(4)B Remove and Reset Private Signs (August 2016 City of Auburn GSP) Where shown on the Plans, the Contractor shall remove existing private signs for placement in new locations. The Contractor is responsible for ensuring that the sign(s) and mounting apparatus(es) remain undamaged. Any damage caused by the Contractor’s negligence shall be repaired or replaced by the Contractor at the Contractor’s expense. The new cement concrete foundation(s) shall be equal or larger in size than the existing foundation(s), unless otherwise designated in the Contract Documents. All electrical work shall be performed in accordance with applicable subsections of Section 8-20 (Illumination, Traffic Signal Systems, and Electrical) of the Standard Specifications and as amended by these Special Provisions. 2-02.3(4)C Remove and Reset Private Luminaires (August 2016 City of Auburn GSP) Where shown on the Plans, the Contractor shall move existing private luminaires to new locations. Following removal of the existing light fixture, the Contractor shall protect the fixture and all component parts from loss or damage until such time as the fixture is relocated. Any damage caused by the Contractor’s negligence shall be repaired or replaced by the Contractor at the Contractor’s expense. The new cement concrete foundation(s) shall be equal or larger in size than the existing foundation(s), unless otherwise designated in the Contract Documents. All electrical work shall be performed in accordance with applicable subsections of Section 8-20 (Illumination, Traffic Signal Systems, and Electrical) of the Standard Specifications and as amended by these Special Provisions. (September 2019 City of Auburn GSP) Add the following new section: 2-02.3(5) Salvage All casings, pipe, frames, grates, covers, traffic signal equipment, poles, luminaires and other material of recoverable value identified to be salvaged from the project shall be carefully delivered to the City of Auburn Maintenance & Operations Facility (1305 “C” Street SW) in their existing condition. Items have been identified in the Plans. The Contractor shall provide notice to the Engineer a minimum of 3 working days prior to delivery of any salvaged item. DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 18 All costs for salvaging and delivering salvaged items to the City shall be included in the appropriate unit Bid prices for the work involved and no further compensation will be paid. Following removal items to be salvaged, the Contractor shall protect the items and all component parts from loss or damage until such time as all they are delivered by the Contractor to the City of Auburn Maintenance and Operations Facility. The Contractor shall replace lost, damaged, or destroyed items in kind, at the Contractor’s expense. The Contractor shall coordinate the receiving of salvaged items by the City. The Contractor shall label any salvaged traffic signal poles, mast arms, and signal/lighting equipment with the City contract number and location from which they were salvaged. Labels shall be removable weather proof tags that will not damage or mark the salvaged item. 2-02.4 Measurement (City Contracts, April 2022 City of Auburn GSP) Supplement this section with the following: Removal of cement concrete or asphalt flatwork will be measured by the square yard. Removal of asphalt pavement will be measured by the square yard. Removal of pipe will be measured by the linear foot of pipe removed outside the limits of other trench excavations. Removal of curb and gutter will be measured by the linear foot. Removal and reset fence will be measured by the linear foot. Removal of catch basin will be measured per each. Remove and reset private sign will be measured per each. Removal of manhole will be measured per each. 2-02.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Remove and Reset Miscellaneous Items”, Per Lump Sum “Remove and Reset Fencing”, Per Lineal Foot “Remove and Reset Private Sign”, Per Each “Removal of Cement Concrete of Asphalt Flat Work”, Per Square Yard “Removal of Curb and Gutter”, Per Lineal Foot “Removal of Asphalt Pavement”, Per Square Yard “Removal of Pipe”, Per Lineal Foot “Remove Manhole”, Per Each “Remove Catch Basin”, Per Each DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 19 The Contract price for “Remove and Reset Fencing” and “Remove and Reset Private Sign” shall be full pay for all labor, tools, and equipment to complete the work outlined in according to the Construction Plans and these Specifications. The unit Contract price for “Removal of Cement Concrete of Asphalt Flat Work” shall be full pay for all labor, tools, and equipment to remove and dispose of the concrete flat work, including industrial or commercial driveways, saw cutting and any dowel bars or reinforcing steel, at the locations shown on the Contract plans. Removal items include all applicable costs including, but not limited to, sawcutting, excavation, stockpiling, haul, disposal, furnishing (when the backfill material is not included in the Proposal) and installing backfill as specified, and protecting adjacent items to remain. 2-03 Roadway Excavation And Embankment 2-03.1 Description (City Contracts, August 2016 City of Auburn GSP) The second paragraph is revised as follows: The work excludes these items if they are listed as individual bid items in the Proposal or if the specifications indicate the payment for these items is included with any other item(s) listed in the Proposal: 1. Haul. 2. Excavation for structures and ditches. 3. Removal of unsuitable materials. 4. Removal Items being separately paid for under Section 2-02 of these contract documents. (December 2016 City of Auburn GSP) Supplement this section with the following: Any excavation beyond the set limits, unless ordered by the Engineer in writing, shall not be paid for. The Contractor, at Contractor expense, shall provide all work and material required to return these over excavated areas to their set limits or original conditions. 2-03.3 Construction Requirements 2-03.3(3) Excavation Below Subgrade (January 2018 City of Auburn GSP) Supplement this section with the following: The Contractor shall remove and dispose of unsuitable roadway subgrade material. The Contractor shall replace the removed material with crushed surfacing base course per Section 9-03.9(3) (Crushed Surfacing), unless otherwise specified in the Contract Documents. When specified in the Plans, the Contractor shall place construction geo- synthetic beneath the crushed surfacing base course. DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 20 2-03.3(7) Disposal of Surplus Material 2-03.3(7)C Contractor-Provided Disposal Site (February 2023 City of Auburn GSP) Supplement this section with the following: If, during the course of this project, it becomes necessary to dispose of either excess or unsuitable materials, the additional following requirements shall be observed: 1. In no case shall any waste materials be disposed of on any site within the City limits of Auburn, unless the Contractor has a valid Grading (Fill) Permit according to Section 1-07.5(7) (City of Auburn Requirements) in this document; 2. Grading (Fill) Permits are issued by the City of Auburn Community Development Department after all conditions have been met to the satisfaction of the City Engineer; 3. The Grading Permits are issued to the legal owner of the property. Any questions regarding the requirements should be directed to the City of Auburn Community Development Services at 253.931.3020 (Option 3) or permitcenter@auburnwa.gov; 4. Any waste material disposed of outside the City limits of Auburn shall be at the Contractor’s risk. The Contractor is responsible for complying with all local codes and ordinances; 5. Time lost by failure to satisfy these requirements shall be insufficient reason for granting extensions of Contract time. (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: 6. Failure to comply with the above requirements shall be grounds to withhold payment of money due until such time as the requirements have been satisfied; 2-03.3(14) Embankment Construction (December 2016 City of Auburn GSP) Supplement this section with the following: Embankments shall be constructed in compacted layers of uniform thickness by Method C of Section 2-03.3(14)C (Compacting Earth Embankments). 2-03.4 Measurement (City Contracts, February 2023 City of Auburn GSP) All references in this section to measurement of roadway excavation are replaced with the following: Excavation that is not classified as Structure Excavation under Section 2-09 (Structure Excavation) and is not included under other bid items listed in the Proposal shall be measured and paid at the unit contract price per cubic yard for “Roadway Excavation Including Haul”. DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 21 The original ground elevation will be determined only once on this project. Measurement for Roadway Excavation and Embankment will be based on the original ground elevations recorded before the award of this Contract, and the alignment, profile, grade, and roadway section as shown in the Plans. Control stakes will be set during construction to provide the Contractor with alignment, slope, and grade information for the construction of excavation and embankments. If discrepancies are discovered in the ground elevations that will change the original bid quantities of earthwork by more than 25%, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or electronically, by using the average end area method. With at least 2 business days advance request to the Engineer, electronic copies of the ground cross-section notes will be made available for the bidder's inspection before the opening of bids at the City of Auburn Public Works Department, Customer Service Center, One East Main Street, Auburn, Washington. Upon award of the Contract, copies of the original ground cross-sections will be furnished the successful bidder upon request to the Engineer. ”Gravel Backfill for Roadway Subgrade” will be measured per ton of material placed and compacted as roadway subgrade. 2-03.5 Payment (City Contracts, January 2018 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Gravel Backfill for Roadway Subgrade”, Per Ton Payment for “Gravel Backfill for Roadway Subgrade” shall include all costs to remove and dispose of material that is unsuitable for the roadway subgrade and all costs to furnish and install crushed surfacing base course. When a bid item is not included in the proposal for channel excavation or ditch excavation all costs shall be included in the bid item price for ‘Roadway Excavation, Including Haul’. 2-04 Haul 2-04.2 Hauling on other than City Streets (January 2017 City of Auburn GSP) Supplement this section with the following: If the sources of materials provided by the Contractor necessitate hauling over roads other than City of Auburn streets, the Contractor shall, at the Contractor’s expense, make all arrangements for the use and cleaning, if necessary, of the haul routes. 2-04.4 Measurement (City Contracts, December 2016 City of Auburn GSP) DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 22 Delete this section and replace it with the following: No measurement shall be made for hauling. 2-04.5 Payment (City Contracts, December 2016 City of Auburn GSP) Delete this section and replace it with the following: All costs associated with hauling materials of any description to, from, and within the project site shall be included in the appropriate unit Bid prices in the Proposal and no further compensation will be paid. 2-06 Subgrade Preparation 2-06.3 Construction Requirements 2-06.3(1) Subgrade for Surfacing (September 2020 City of Auburn GSP) Supplement this section with the following: Before placing base course, subgrade shall be shaped to conform to the “typical cross-section” shown in the Plans. Adequate water shall be spread on the subgrade to obtain optimum moisture content for compaction. The subgrade shall be graded to a uniform cross- section true to line and grade and compacted as directed by the Engineer prior to placing base material. (March 9, 2016 APWA GSP) Add the following new section: 2-06.3(3) Subgrade for Permeable Pavements Before placing permeable ballast for Porous HMA/WMA, the Contractor shall bring the Subgrade to the required line, grade, and cross-section. The Contractor shall compact the Subgrade to a depth of 6 inches to at least 90 percent, but not more than 92 percent, of the maximum density as determined by the compaction control tests described in Section 2- 03.3(14)D. Two (2) density tests will be conducted for every 5,000 square feet of prepared subgrade; or four (4) tests per 200 lineal feet of roadway or sidewalk. All subgrade shall be firm and unyielding as determined by the Engineer. The Contractor shall take measures to protect the prepared and approved subgrade from traffic, water run-on, standing water, or other damage. Subgrade that has been over compacted, shall be scarified to a minimum depth of eight (8) inches and recompacted. Material used to protect the Subgrade from traffic or provide access to adjacent facilities shall be removed and the subgrade compacted prior to placing geotextile, if used and/or permeable ballast. DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 23 2-06.5 Measurement and Payment (City Contracts, March 9, 2016 APWA GSP) Supplement this section with the following: Measurement for Subgrade for Permeable Pavement will be in accordance with 2-06.5. 2-06.5(1) Subgrade Constructed Under Same Contract (City Contracts, January 2018 City of Auburn GSP) The second sentence of the first paragraph is deleted. Supplement this section with the following: “Subgrade Preparation,” for building a Subgrade for surfacing or treated base, will be measured by the square yard of full depth (subgrade to surface) roadway constructed or re-constructed. Quantities for “Subgrade Preparation” will be measured at a width of 1 foot beyond the outside face of curbs or 18-inches beyond the edge of pavement where no curbs are installed. Payment will be made for each of the following Bid items that are included in the Proposal: “Subgrade Prep”, Per Square Yard 2-07 Watering 2-07.3 Construction Requirements (December 2016 City of Auburn GSP) Supplement this section with the following: The Contractor shall water to control dust and shall have a water truck available for watering. 2-07.4 Measurement (City Contracts, January 2017 City of Auburn GSP) Delete this section and replace it with the following: No Measurement for water will be made. (February 2023 City of Auburn GSP) Add the following new section: 2-07.4(1) Water from City Hydrants The Contractor shall obtain a Fire Hydrant Meter Permit from the City of Auburn Permit Center (1 East Main Street) before taking of water from hydrants. Water will be furnished by the City from the fire hydrant to be designated at the time a Fire Hydrant Meter Permit is obtained and in accordance with the terms of the Fire Hydrant Meter Permit. To obtain a Fire Hydrant Meter Permit the Contractor shall complete a hydrant permit application DIVISION 2: EARTHWORK Issued February 2024 City of Auburn Engineering Construction Standards Page 24 at MyBuildingPermit.com. The Contractor shall pay all permit fee(s) and deposit(s). The deposit covers the use of a water meter, hydrant wrench, brass adapter, backflow prevention device and hydrant gate valve, and is refundable if returned in acceptable condition. When the meter, hydrant wrench, backflow prevention device, and gate valve are returned in an acceptable condition and all water usage fees have been paid, the deposit will then be refunded to the Contractor. The Contractor shall pay a base fee for a 3” meter size per month and all water usage will be paid by the applicant at the commercial customer class rate per hundred cubic feet. Fees, deposits, and rates shall be as published in Auburn City Code 13.06.511 and 13.06.360 at the time of hydrant permit application submission. The Contractor shall furnish all required equipment and material necessary for transporting the water from the hydrant, including gauges for testing (except the meter, wrench and valve as stated above). (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: The Contractor shall be responsible to contact the City and verify hydrant fee and water usage rates when preparing the bid. Adjustment of these rates by the City will not be the basis for any contract unit price adjustment. END OF DIVISION 2 DIVISION 3: AGGREGATE PRODUCTION AND ACCEPTANCE Issued February 2023 City of Auburn Engineering Construction Standards Page 25 DIVISION 3 Aggregate Production and Acceptance 3-04 Acceptance of Aggregate 3-04.3 Construction Requirements 3-04.3(8) Price Adjustment for Quality of Aggregate (December 2016 City of Auburn GSP) Delete this section and replace it with the following: No aggregate compliance price adjustments shall be made. END OF DIVISION 3 DIVISION 4: BASES Issued January 2023 City of Auburn Engineering Construction Standards Page 26 DIVISION 4 Bases No Revisions. END OF DIVISION 4 DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 27 DIVISION 5 Surface Treatments and Pavements 5-04 Hot Mix Asphalt (July 18, 2018 APWA GSP) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. (January 2017, City of Auburn GSP) Supplement this section with the following: HMA Class 3/8-inch, Class 1/2-inch, and Class 3/4-inch are designated as leveling or wearing courses. HMA Class 1-inch is designated as a pavement base course. All mixtures are considered dense graded HMA. (Non-City Contracts, February 2023, City of Auburn GSP) Supplement this section with the following: The Contractor shall be responsible for performing all sampling, testing, and reporting described throughout Section 5-04 at its own cost. 5-04.2 Materials (July 18, 2018 APWA GSP) Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 28 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. (January 2018, City of Auburn GSP) Supplement this section with the following: The crack sealant material shall be rubberized asphalt per Section 9-04.2(1) (Hot Poured Joint Sealants). 5-04.2(1) How to Get an HMA Mix Design on the QPL (July 18, 2018 APWA GSP) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 29 5-04.2(1)A Vacant 5-04.2(2) Mix Design – Obtaining Project Approval (July 18, 2018 APWA GSP) No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & sig-nature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 30 At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based on a review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes (July 18, 2018 APWA GSP) The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer’s approval using WSDOT Form 350- 076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations (July 18, 2018 APWA GSP) Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55◦F 45◦F 0.10 to .20 45◦F 35◦F More than 0.20 35◦F 35◦F DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 31 5-04.3(2) Paving Under Traffic (July 18, 2018 APWA GSP) When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant (July 18, 2018 APWA GSP) Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 32 thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment (July 18, 2018 APWA GSP) Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers (July 18, 2018 APWA GSP) HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 33 The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. (January 2018, City of Auburn GSP) Supplement this section with the following: When laying HMA, the paver shall be operated at a uniform forward speed consistent with the plant production rate and roller train capacity to result in a continuous operation. The auger speed and flight gate opening shall be adjusted to coordinate with the operation. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle (October 2019, City of Auburn GSP) A Material Transfer Device/Vehicle (MTD/V) only applies to paving on State Routes and within the right of way of the State, unless other-wise required by the contract. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 34 When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers (July 18, 2018 APWA GSP) Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces (July 18, 2018 APWA GSP) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 35 Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall remove existing pavement markers, lane markers, and plastic markings. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 36 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General (November 2019 City of Auburn GSP) When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)B Soil Residual Herbicide (November 2019 City of Auburn GSP) The Contractor shall apply one application of an approved soil residual herbicide. Any area that has not been paved within the 24 hour time limit or that has been rained on, shall be treated again at the Contractor’s expense. The herbicide shall be applied uniformly in accordance with the manufacturer’s recommendations. Use herbicide registered with the Washington State Department of Agriculture for use under pavement. Before use, obtain the Engineer’s approval of the herbicide and the proposed rate of application. Include the following information in the request for approval of the material: • Brand Name of the Material; • Manufacturer; • Environmental Protection Agency (EPA) Registration Number; • Material Safety Data Sheet; and • Proposed Rate of Application 5-04.3(4)C Pavement Repair (July 18, 2018 APWA GSP) The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 37 shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. (April 2020, City of Auburn GSP) Supplement this section with the following: HMA for pavement repair shall be HMA Class 1/2-inch PG 58H-22 or as shown in the Plans. Pavement repair areas shown in the Plans, if any, are for reference only. The repair areas shall be as directed by the Engineer in the field. 5-04.3(5) Producing/Stockpiling Aggregates and RAP (July 18, 2018 APWA GSP) Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 38 5-04.3(6) Mixing (July 18, 2018 APWA GSP) After the required amount of mineral materials, asphalt binder, recycling agent and anti- stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing (July 18, 2018 APWA GSP) The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1” 0.35 feet HMA Class ¾” and HMA Class ½” wearing course 0.30 feet other courses 0.35 feet DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 39 HMA Class ⅜” 0.15 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. (November 2019 City of Auburn GSP) Supplement this section with the following: In all instances, wearing courses of 3 inches or greater shall be created using a maximum depth of 1 ½-inch lifts. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA (July 18, 2018 APWA GSP) For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance (July 18, 2018 APWA GSP) Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 40 HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation (July 18, 2018 APWA GSP) HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 41 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots (July 18, 2018 APWA GSP) A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling (July 18, 2018 APWA GSP) Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH-TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer’s discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 42 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing (July 18, 2018 APWA GSP) Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors (July 18, 2018 APWA GSP) For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 43 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments (July 18, 2018 APWA GSP) For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation – Retests (July 18, 2018 APWA GSP) The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation (July 18, 2018 APWA GSP) If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 44 5-04.3(10) HMA Compaction Acceptance (July 18, 2018 APWA GSP) HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 45 Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction – General Compaction Requirements (July 18, 2018 APWA GSP) Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction – Cyclic Density (July 18, 2018 APWA GSP) Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500- foot section with two or more density readings below 90 percent of the theoretical maximum density. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 46 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots (July 18, 2018 APWA GSP) HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing (July 18, 2018 APWA GSP) The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments (July 18, 2018 APWA GSP) For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 47 shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture- density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General (July 18, 2018 APWA GSP) Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor (July 18, 2018 APWA GSP) The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) (City Contracts, July 18, 2018 APWA GSP) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 48 the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot (July 18, 2018 APWA GSP) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot (July 18, 2018 APWA GSP) An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress (July 18, 2018 APWA GSP) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) (July 18, 2018 APWA GSP) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 49 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints (July 18, 2018 APWA GSP) The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints (July 18, 2018 APWA GSP) The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)A3 Asphalt Concrete Pavement Butt Joints (April 2020 City of Auburn GSP) The Contractor shall provide butt joints where the new asphalt concrete pavement meets the existing pavement as shown on the Plans in a manner to produce a smooth riding connection to the existing pavement. The depth of butt joint required shall be determined by the depth of new asphalt concrete pavement specified on the Plans, but not less than 2 inches. The surface elevation of new and existing Asphalt Concrete Pavement shall be the same at all butt joints. All asphalt concrete joints shall be sealed with asphalt binder PG 58H-22 per Section 9-02 (Bituminous Materials). 5-04.3(12)B Bridge Paving Joint Seals DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 50 5-04.3(12)B1 HMA Sawcut and Seal (July 18, 2018 APWA GSP) Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer’s application procedure. 5-04.3(12)B2 Paved Panel Joint Seal (July 18, 2018 APWA GSP) Construct the paved panel joint seal in accordance with the requirements specified in section 5-04.3(12)B1 and the following requirement: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness (July 18, 2018 APWA GSP) The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than ⅛ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 51 Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5- 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement (July 18, 2018 APWA GSP) The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 52 A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. (November 2019, City of Auburn GSP) Supplement this section with the following: The full depth beginning and end of each lane of planing shall be squared-off to form a uniform, transverse joint. The Contractor shall provide for safe vehicle travel over existing manholes, valve boxes, catch basins, etc., for planed areas opened to traffic. Before opening the roadway to traffic, any delaminating of the planed asphalt surface shall be removed and the resulting holes patched with HMA. Also, the surface shall be cleaned by sweeping to remove dust and foreign matter. Where the plans call for a grind an overlay, the overlay work shall commence within 5 working days of completing the pavement grinding except where specified otherwise in the Contract. Planing tailings may be used as trench backfill. Planing tailings may also be used as crushed surfacing when mixed with Crushed Surfacing per Section 9-03.9(3) (Crushed Surfacing) per Section 4-04.3(3) (Mixing). 5-04.3(14)A Pre-Planing Metal Detection Check (July 18, 2018 APWA GSP) Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 53 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General (July 18, 2018 APWA GSP) In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8- 23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan (July 18, 2018 APWA GSP) The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation’s activity start date. These DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 54 plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving. 2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 55 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing (July 18, 2018 APWA GSP) At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other con-tractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 56 the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces (July 18, 2018 APWA GSP) Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches (July 18, 2018 APWA GSP) HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.3(17) Asphalt Cold Patch (November 2019, City of Auburn GSP) “Asphalt Cold Patch” for temporary pavement patching and temporary pedestrian ramps or walkways shall be placed by the Contractor immediately upon the request of Engineer as required for maintenance of traffic as specified in Section 1-07.23(1) (Construction Under Traffic) in this document. “The Asphalt Cold Patch” shall be removed in its entirety before asphalt concrete pavement is placed. 5-04.3(18) Porous HMA (November 2019, City of Auburn GSP) Subgrade Preparation and Permeable Ballast/Choker Course Placement The Contractor shall prepare subgrade in conformance with Section 2-06 and in accordance to the Plans except that subgrade soil shall be compacted to 90 percent of the maximum density under the tests described in Section 2-03.3(14)D. Protect gravel borrow subgrade to remain. Keep traffic off of the prepared subgrade during construction. Final 12-inch excavation of gravel borrow subgrade to be done at time of placement of permeable ballast/choker course in order to protect the existing subgrade infiltration capabilities. Final excavation shall proceed as machinery is pulling back and travelling on preliminary grade as final grade is excavated. To prevent compaction when installing the permeable ballast/choker course, these materials shall be dumped onto the subgrade from the edge of the installation and pushed out onto the DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 57 subgrade. Subsequent load shall be dumped from the top of the sand filter sand and permeable ballast/choker course as the installation progresses. Maintain flow diversion measures to prevent runoff and sediment from entering the work limits. Remove debris or sediment that has accumulated on the finished subgrade after viewing and before placing permeable ballast/choker course. Place and compact permeable ballast/choker course aggregate to the grades indicated on the Plans in 6-inch maximum compacted lifts. Compaction shall be performed using a 10-ton vibratory drum compactor. The required compaction effort for each aggregate type shall be determined using a test strip. Compact the test strip using a predetermined number of passes with the compactor. Measure the density of the permeable ballast/choker course using a nuclear densometer gauge in backscatter mode. Perform additional passes with the roller and measure the aggregate density again. Repeat until the increase in density achieved with the additional passes of the compactor is less than or equal to 1.2 pounds per cubic foot on average. The number of passes with the compactor required to achieve this density shall be used to compact the remainder of the aggregate for the project. Compaction testing using the nuclear densometer gauge shall be used to confirm compaction at a frequency of one test per 2,000 square feet. Protect placed aggregate from stormwater run-on and contamination from adjacent exposed soils. Pervious Asphalt Concrete Pavement The Contractor shall prepare and place asphalt pavement in conformance with Section 5-04. Testing and acceptance requirements for Commercial HMA described in Section 5-04 of the Standard Specifications and of these Special Provisions shall apply to pervious asphalt concrete. Transport the mix to the job site in clean vehicles with smooth dump beds that have been sprayed with a non-petroleum release agent. Limit the time of haul to avoid drainage of the asphalt to the bottom of the truck bed. The mix should be covered during transportation to prevent cooling and the formation of lumps. Pavement shall be laid utilizing a self-propelled paving machine of 5-foot-minimum width and laser plane control or unit with an activated screed or strike-off assembly, capable of being heated if necessary, and capable of spreading and finishing the mixture without segregation for the widths and thicknesses required. Roller shall be steel tandem drum-type, static-type of a 5 to 10 ton size. Maximum loading shall be 265 lbs. per linear inch of drum. The asphalt pavement shall be rolled a minimum of two rollings. The surface shall receive a final rolling utilizing a one-ton roller to remove all roller marks and imperfections in the surface. Compaction shall be commenced when the asphalt mix temperature mix is at a range of 200 degrees to 240 degrees F. Compacted depth of pervious asphalt pavement of any layer shall not exceed 0.25 foot. Allow the pervious pavement to cure for 24 hours before applying any vehicular traffic loading. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 58 5-04.4 Measurement (City Contracts, November 2019 City of Auburn GSP) HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Planing bituminous pavement will be measured by the square yard. Temporary pavement marking will be measured by the linear foot as provided in Section 8- 23.4. No measurement for Water will be made. Asphalt Cold Patch will be measured by the ton of cold patch furnished and installed. Rubberized Asphalt for Crack Sealing” will be measured by the ton. Porous HMA will be measured by the ton. No measurement for Soil Residual Herbicide will be made. No measurement for Longitudinal Joint Seals will be made. 5-04.5 Payment (City Contracts, July 18, 2018 APWA GSP) Payment will be made for each of the following Bid items that are included in the Proposal: DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 59 “HMA Cl. ___ PG ___”, per ton. “HMA for Approach Cl. ___ PG ___”, per ton. “HMA for Preleveling Cl. ___ PG ___”, per ton. “HMA for Pavement Repair Cl. ___ PG ___”, per ton. “Commercial HMA”, per ton. The unit Contract price per ton for “HMA Cl. ___ PG ___”, “HMA for Approach Cl. ___ PG ___”, “HMA for Preleveling Cl. ___ PG ___”, “HMA for Pavement Repair Cl. ___ PG ___”, and “Commercial HMA” shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. “Preparation of Untreated Roadway”, per mile. The unit Contract price per mile for “Preparation of Untreated Roadway” shall be full pay for all Work described under 5-04.3(4) , with the exception, however, that all costs involved in patching the Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared as specified, but the Work shall be included in the Contract prices of the other items of Work. “Preparation of Existing Paved Surfaces”, per mile. The unit Contract Price for “Preparation of Existing Paved Surfaces” shall be full pay for all Work described under Section 5-04.3(4) with the exception, however, that all costs involved in patching the Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl. ___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation of Untreated Roadway”, the Roadway shall be prepared as specified, but the Work shall be included in the Contract prices of the other items of Work. “Crack Sealing”, by force account. “Crack Sealing” will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. “Pavement Repair Excavation Incl. Haul”, per square yard. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 60 The unit Contract price per square yard for “Pavement Repair Excavation Incl. Haul” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4) with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for “HMA for Pavement Repair Cl. ___ PG ___”, per ton. “Asphalt for Prime Coat”, per ton. The unit Contract price per ton for “Asphalt for Prime Coat” shall be full payment for all costs incurred to obtain, provide and install the material in accordance with Section 5- 04.3(4). “Prime Coat Agg.”, per cubic yard, or per ton. The unit Contract price per cubic yard or per ton for “Prime Coat Agg.” shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. “Asphalt for Fog Seal”, per ton. Payment for “Asphalt for Fog Seal” is described in Section 5-02.5. “Longitudinal Joint Seal”, per linear foot. The unit Contract price per linear foot for “Longitudinal Joint Seal” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(12). “Planing Bituminous Pavement”, per square yard. The unit Contract price per square yard for “Planing Bituminous Pavement” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). “Temporary Pavement Marking”, per linear foot. Payment for “Temporary Pavement Marking” is described in Section 8-23.5. “Water”, per M gallon. Payment for “Water” is described in Section 2-07.5. “Job Mix Compliance Price Adjustment”, by calculation. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 61 “Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section 5-04.3(9)C6. “Compaction Price Adjustment”, by calculation. “Compaction Price Adjustment” will be calculated and paid for as described in Section 5- 04..3(10)D3. “Roadway Core”, per each. The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall be incidental and included within the unit Bid price per each and no additional payments will be made. “Cyclic Density Price Adjustment”, by calculation. “Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 5- 04.3(10)B. (City Contracts, April 2020, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Asphalt Cold Patch”, Per Ton The unit contract price per ton for “Asphalt Cold Patch,” shall be full compensation for all costs incurred to carry out the requirements of Section 5-04.3(17) (Asphalt Cold Patch) except for those costs included in other items which are included in this sub-section and which are included in the proposal. “Rubberized Asphalt for Crack Sealing”, Per Ton The unit contract price for “Rubberized Asphalt for Crack Sealing” shall be full pay for all costs of material, labor, tools, and equipment necessary for the application of the crack sealant as specified including all costs associated with preparation, placing, blotting, and spreading sand. “Porous HMA”, Per Ton If HMA can be installed with a paving machine, it will not be paid for as “Commercial HMA”, but instead will be paid for as “HMA Cl. ___ PG ___. All costs associated with providing, placing, and sealing new joints in the asphalt concrete shall be included in the unit Contract price for “HMA Cl. ___ PG ___”. All cost incurred to obtain, provide and install herbicide for “Soil Residual Herbicide” in accordance with Section 5-04.3(4)B shall be included in the unit contract price per ton for HMA. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 62 Longitudinal Joint Seals between the HMA and cement concrete pavement shall be included in the unit contract price per ton of the HMA. Hot or cold mix asphalt concrete for temporary patches shall not be measured for separate payment. All costs associated with temporary patches shall be included in the appropriate unit bid prices for the work involved. 5-05 Cement Concrete Pavement 5-05.3 Construction Requirements 5-05.3(1) Concrete Mix Design for Paving (January 2017, City of Auburn GSP) Supplement this section with the following: Proportioning of Concrete A. The Contractor shall design the concrete mix determining the proportions of Portland cement, coarse and fine aggregate, and water necessary to produce a workable concrete meeting the following requirements: (1) A compressive strength of 4,000 psi at 28 calendar days. (2) A maximum slump of 3 inches for fixed form paving and 2 ½ inches for slip form paving. (3) If air-entrained concrete is used, the mix shall contain no more than 6 percent entrained air as determined by AASHTO T 152. B. The Contractor shall design the mix on the basis of an absolute volume method such as outlined in the American Concrete Institute (ACI) Standard 211.1, “Recommended Practice for Selecting Proportions for Normal Weight Concrete”. C. Water reducing, set retarding or superplasticizer chemical admixtures may be used at the option of the Contractor but subject to approval by the Engineer. The Contractor shall indicate in advance the particular type and name product of admixtures that they proposes to use and only such admixtures approved by the Engineer may be incorporated into the concrete mix. Admixtures selected for use shall be compatible with all other components of the concrete. The use of calcium chloride as an admixture will not be permitted. D. The Contractor shall submit for the record, not later than 15 calendar days prior to the start of paving operations, the proposed mix design including the aggregates grading to be used. The submission shall be accompanied with certified laboratory reports on the tests performed on the trial mixes. In the event that the concrete mix designed by the Contractor does not produce concrete of the specified strength and workability, the Contractor shall adjust the mix as required to meet the specified requirements at no additional cost to the City and shall submit new certified test results. E. In the event the Contractor elects to use an air-entraining admixture, they shall determine by trials the amount of the selected admixture that will produce DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 63 concrete having the desired air content and the amount shall not be varied except as approved by the Engineer. The admixture shall be added during batching at the plant in accordance with the admixture manufacturer’s recommendations. F. The Contractor shall determine the proportions and batch weights for air- entrained concrete in the same manner as for regular concrete provided, however, that in making such adjustments as may be necessary by reason of air-entrainment, the minimum quantity of fine aggregate and the minimum quantity of water shall be used which will provide concrete of the required workability. G. Whenever the Contractor modifies the concrete mix, other than minor adjustments in the relative quantities of fine and coarse aggregates, they shall submit a copy of the new mix design, together with certified copies of tests results, to the Engineer. H. No change in the sources or character of the materials shall be made without due notice to the Engineer. No new materials shall be used until approved by the Engineer and until new trial mixes have been designed, tested and accepted. 5-05.3(8) Joints (August 2016, City of Auburn GSP) The first paragraph is revised to read: The Contractor shall submit for approval to the Engineer a Joint Plan at least 10 working days prior to the commencement of any pavement construction. Transverse and longitudinal joints shall be contraction or through joints (including construction joints). Joints shall be constructed in accordance with the detail shown in the Contract Plans and shall be of the type and at the locations indicated on the Contract Plans. The faces of all joints shall be constructed perpendicular to the surface of the cement concrete pavement. 5-05.3(8)D Isolation Joints (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Isolation joints are placed only where shown on the Plans. The joint alignment shall be at right angles to the Pavement Structure centerline unless otherwise specified in the Contract. Longitudinal isolation joints shall be constructed with premolded material, ½-inch in thickness and conform to Section 9-04.1(2) (Premolded Joint Filler for Expansion Joints). They shall extend from 1 inch below the bottom of pavement to ¾ inch below the top of pavement. The joint material shall be held accurately in place during the placing and finishing of the concrete by a bulkhead, a holder, metal cap or any other approved method. The joint shall be perpendicular to the paved surface and the holder shall be in place long enough to prevent sagging of the joint material. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 64 A wood filler strip or metal cap shall be placed on the top of the premolded joint filler to form the groove ¾ inch deep, and shall remain in place until after the finishing and the concrete is sufficiently set to resist sloughing in the groove. The joint filler shall be stapled together at the ends to preserve continuity. Immediately after removal of side forms, the edges of the pavement shall be carefully inspected and wherever the joint filler is not fully exposed, the concrete shall be chipped down until the edge of the filler is fully exposed for the entire depth. (August 2016, City of Auburn GSP) Add the following new section: 5-05.3(8)E Sealing through Joints After the pavement is cured and before carrying any traffic, the space left by the removal of the wood filler strip or the metal cap above the top of the expansion joint filler strip shall be thoroughly cleaned of all loose material. The ¾ inch wide groove shall be completely free of any projecting concrete from the sides and the groove shall be continuous across the slab to each edge. It shall then be filled level with the pavement surface with joint sealant meeting the requirements of Section 9-04.2 (Joint Sealants). The joint sealant material shall be heated and placed in accordance with the manufacturer’s instructions. Burned material will be rejected. The through joint groove shall be dry at the time of pouring the sealing compound. Add the following new section: 5-05.3(9) Integral Cement Concrete Curb on New Pavement (August 2016, City of Auburn GSP) Integral doweled curb on new pavement shall be constructed as shown in the Contract Plans. The pavement width shall be extended to the back of the curb. The pavement where the curb is to be placed shall be roughened or otherwise treated so that a permanent bond can be secured between the curb and the pavement. Curing compound shall not be used on the pavement where the curb is to be constructed. Curb shall be constructed in accordance with Section 8-04.3(1) (Cement Concrete Curbs, Gutters and Spillways) and the Contract Plans. 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars (August 2016, City of Auburn GSP) The first paragraph is revised to read: Epoxy-coated tie bars shall be placed at all longitudinal contraction and construction joints, in accordance with the requirements shown in the Contract Plans. In addition, epoxy- coated dowel bars shall be installed when concrete curbs are constructed on top of concrete pavement in accordance with the requirements shown in the Contract Plans. (January 2017, City of Auburn GSP) Supplement this section with the following: DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 65 Curb dowels shall be placed at 28 inches on center in the fresh concrete pavement. Curb dowels shall be placed in all segments of curbing that is full depth and shall be placed in transition areas for curb cuts in which a minimum of 1 inch of cover from the top of the finished curb can be achieved. Dowel bars shall be set while the concrete is still plastic enough to not require hammering them into place. (September 2016, City of Auburn GSP) Add the following new section including subsections: 5-05.3(23) Cement Concrete Pavement for Alley (September 2016, City of Auburn GSP) This work consists of placing Cement concrete pavement for alleyways. 5-05.3(23)A Pavement and Alley Requirements (August 2016, City of Auburn GSP) Cement concrete pavement for alleys shall meet the requirements of Section 5-05 (Cement Concrete Pavement). Alleys shall meet the requirements for driveways in Section 8-06 (Cement Concrete Driveway Entrances). 5-05.3(23)B Extra Concrete for Alley Approach Ramp (August 2016, City of Auburn GSP) When constructing and finishing cement concrete Alley pavement, the Engineer may in some cases require the Contractor to place additional concrete over the surface of the Alley pavement to serve as an integral ramp or vehicular access to abutting private property. Additional thickness for such ramps shall not exceed 6 inches above the original planned concrete surface at any point, and will be addressed in accordance with Section 1-04.4 (Changes). 5-05.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: Measurement for “Cement Concrete Pavement – Crosswalk” will be by the square yard. Measurement for Cement Concrete Pavement – Including Dowels will be by the square yard of concrete in place, including the area placed underneath curbs. No deduction will be made for castings in pavement. 5-05.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Cement Concrete Pavement – Including Dowels”, Per Square Yard DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 66 “Cement Concrete Pavement – Crosswalk”, Per Square Yard The unit contract price per square yard for “Cement Concrete Pavement – Including Dowels,” shall be full compensation for all costs incurred to carry out the requirements of The unit contract price for “Cement Conc. Pavement – Crosswalk” shall be full pay for all costs of labor, tools, materials, and equipment necessary to complete the cement concrete pavement to the lines, grades, and depths specified on the Plans including the saw cutting of the grid pattern and other finishing requirements. Section 5-05 (Cement Concrete Pavement) at the thickness required in the Plans including furnishing and installing epoxy coated dowel bars and tie bars, block outs, joints, thickened edges, and integral curbs on concrete pavement in accordance to the Standard Details and Contract Plans. (February 2023, City of Auburn GSP) Supplement Division 5 with the following section, including subsections: 5-06 Pervious Concrete Pavement 5-06.1 Description This work shall consist of constructing a pervious cementitious pavement composed of 66nclude66 cement concrete on a prepared subgrade or subbase in accordance with these Specifications and in conformity with the lines grades, thicknesses, and typical cross-sections shown in the Plans or established by the Engineer. 5-06.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9-01 Aggregates for Portland Cement Concrete 9-03.1 Premolded Joint Filler for Expansion Joints 9-04.1(2) Curing Materials and Admixtures 9-23 Water 9-25 Hydration stabilizing admixtures shall conform to the requirements of Section 9-23.6(3) or 9- 23.6(5). Synthetic Fibers for Concrete When specified synthetic fibers to be included in the mix for 66nclude66 cement concrete shall conform to the requirements of ASTM D 7508/7508M. 5-06.3 Construction Requirements 5-06.3(1) Pervious Concrete Construction Meeting Prior to the start of construction of the pervious concrete pavement section, including excavation of the pavement section, the Contractor shall coordinate, schedule and attend a DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 67 preconstruction meeting for the pervious concrete pavement. The following are required to attend the meeting: 1. Contracting Agency representative. 2. General Contractor’s representative(s). 3. Engineer of Record for the pervious concrete pavement. 4. Concrete placement lead person(s). 5. Associated Subcontractor’s representative. 6. Pervious concrete Supplier’s representative. 7. Material Testing Laboratory’s representative. The meeting shall cover all aspects of the work including, but not limited to: 1. Submittals. 2. Short and long term schedule. 3. Inspection of the Work. 4. Protection of the Work. 5. Pervious concrete placement. 6. Curing. 7. Materials. 8. Specifications. 9. Testing. 10. Test panel and JMF. 11. Acceptance criteria. 5-06.3(2) Pervious Concrete Mix Design The Contractor shall provide a mix design for pervious concrete and shall submit the mix design to the Engineer in writing. Pervious concrete shall not be placed in the test panels without a mix design that has been reviewed and accepted by the Engineer. 5-06.3(2)A Mix Design Criteria The Contractor shall include the following elements and results of the described procedures in the proposed mix design: 1. A unique identification number for the mix design that is approved for the Job Mix Formula (JMF). 2. Portland cement shall be Type I, Type II, Type I-II Type IP, or Type IS. 3. The cementitious content, including pozzolans if used, shall be a minimum of 480 pounds per cubic yard. 4. The mix shall incorporate a hydration stabilizing admixture. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 68 5. Synthetic microfibers may be utilized at the manufacturer’s recommended dosage rate. 6. The water / cement ratio shall not exceed 0.35. 7. No more than 25 percent of 68nclude68 cement in the mix, by weight, may be replaced by fly ash, ground granulated blast furnace slag, or a combination of both. 8. Coarse aggregate shall conform to Section 9-03.1(4), AASHTO Grading No.8. 5-06.3(2)B Job Mix Formula (JMF) The approved mix design established through the approved test panel becomes the JMF. 5-06.3(3) Submittals In accordance to Section 1-05.3, the Contractor shall submit the following items to the Engineer for acceptance prior to placing any pervious concrete pavement: 1. The source of all materials proposed for use in constructing pervious concrete pavement. 2. Batch weights for all constituents of one (1) cubic yard of the proposed pervious concrete mix. 3. The specific gravity (SSD) of all aggregates to be used in the proposed pervious concrete mix. 4. The proposed gradation of coarse aggregates used in pervious concrete. 5. The designed volume in cubic feet of all proposed components for 1(one) cubic yard of the proposed pervious concrete mix. 6. The design water / cement ratio of the proposed mix design. 7. The fresh density of the proposed pervious concrete mixture as determined by ASTM C1688. 8. Catalogue cuts and Certificates of Compliance for all proposed admixtures. 9. Mill Certification of the 68nclude68 cement and pozzolans, if used, for the current lot to be used in the production of the proposed pervious concrete mix. The Contractor shall maintain this submittal throughout the duration of the project as lots change. 10. Current certification by the National Ready Mix Concrete Association (NRMCA) for the batch plant(s) to be used in the production of pervious concrete. 11. Current certifications by the NRMCA for the trucks to be used in transporting pervious concrete from the batch plant to the point of placement. 12. Qualification documentation for current certifications by the NRMCA for the Contractor’s personnel who will be installing pervious concrete. See Section 5- 06.3(10)A. Valid acceptable documentation is the NRMCA issued wallet card or certification certificate. 13. At the time of delivery of the material to the site, the Contractor shall provide an original Certificate of Compliance for each truckload of pervious concrete. The Certificate of Compliance shall include information noted in Section 6-02.3(5)B. If the Certificate of Compliance from the concrete producer is not provided to the Engineer upon delivery, the truckload shall not be placed. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 69 5-06.3(4) Equipment Equipment necessary for handling materials, mixing, delivering, and performing all parts of the Work, shall be in good repair, designed for the task, and operated by trained and qualified personnel. 5-06.3(4)A Batching Plant and Equipment Pervious concrete shall be centrally mixed in a plant with a current NRMCA certification. 5-06.3(4)B Mixer Trucks Pervious concrete shall be transported to the location by truck mixers, non-agitating trucks shall not be used for the transport of pervious concrete. The drums on mixer trucks used to transport pervious concrete shall have fins that are not excessively worn, damaged or have excessive concrete buildup. Mixer trucks shall have a current NRMCA certification. 5-06.3(4)C Side Forms Pervious concrete shall be placed in stationary forms. If pervious concrete is to be placed against a curb, previously placed concrete, or other existing structure, they may be used as a side form for the pervious concrete paving. Forms for pervious concrete shall be made of steel or wood and shall be in good condition, and shall be capable of being anchored in place so that they will be true to grade, line and slope. Forms shall be sufficiently rigid to maintain specified tolerances and capable of supporting concrete and mechanical concrete placing equipment. Forms shall be in good condition, straight, clean, free of debris, non-adherent rust and hardened concrete. Set, align, and brace forms so that they hardened pavement meets the lines, grades and slopes as shown in the drawings. Apply form-release agent to the form face, which will be in contact with concrete, immediately before placing concrete. Form release agent shall not be applied to previously placed concrete. Previously placed pavement shall be protected from damage. The Contractor shall inspect all forms for line, grade and slope. No pervious concrete shall be placed until the forms have been inspected by the Engineer. 5-06.3(4)D Finishing Equipment Finishing equipment for pervious concrete paving shall be designed for the intended work, shall be clean and in good operating condition. Equipment used for striking off the pervious concrete shall leave a smooth surface at the planned grades and shall not cause excess paste to be left on, or drawn to, the surface. If rollers or spinning screeds are used to compact, they shall be of sufficient weight and width to compact the pervious concrete uniformly through its depth and to grade without marring the surface. Equipment used for compacting pervious concrete shall not cause the surface to close or otherwise clog and shall produce a surface that is free of ridges or other imperfections. Tools used for producing joints shall be designed and manufactured for the purpose and shall not otherwise damage or mar the surface. Vibrating equipment shall not be used for placement or compaction of pervious concrete. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 70 5-06.3(5) Measuring and Batching Materials Measuring and batching materials for pervious concrete pavement shall conform to the requirements of Section 5-05.3(4). 5-06.3(6) Acceptance For acceptance, pervious concrete pavement will be divided into lots as follows: A single lot (lot) is represented by the lesser of: one (1) day’s production or 360 square yards of pervious concrete in place. Where the Contractor has more than one crew placing pervious concrete, lots will be associated with each crew. Representative lot size will be determined to the nearest square yard. If no sample is taken on a Day, that Day’s quantities may be included in the next or previous Day’s lot(s). The Engineer may isolate an area of pervious concrete within a lot that is deemed to be defective in any way and such an area will be considered to be a new lot for purposes of acceptance. New lots determined in this manner shall be extended as necessary such that they are bounded by planned joints. Acceptance of a lot of pervious concrete pavement will be based on the following criteria: 1. Grade: Conform to the dimensions, lines, slopes and grades specified on the plans. Pervious concrete pavement shall be true to planned grades and shall not deviate from grade more than ¼ inch in ten (10) feet. Where abutting existing facilities such as sidewalks, walkways, curbs, driveways or other pavements, the pervious concrete shall be flush. 2. Conformance to JMF: The pervious concrete pavement used shall conform to the mix design for the JMF within the limits as set forth in Section 6-02.3(5)C and as determined from the accepted test panel. 3. Compacted Thickness and Average Hardened Density: After a minimum of seven (7) calendar days of curing, remove and measure three (3) cores from each lot. Remove cores in accordance with ASTM C42/C42M. Measure the length of each core in accordance with ASTM C1542/1542M. No single core shall be less than 3/4 inch of the design depth on the drawings. The average of all cores from a lot shall be within minus 3/8 inch of the design depth on the plans. After length is measured, measure hardened density of each core in the lot in accordance with ASTM C1754/C1754M. The hardened density from a lot must be within +/- 5 percent of the average hardened density of the JMF (approved test panel). 4. Infiltration Rate: The infiltration rate at any single test point shall not be less than 100 inches per hour. 5. Fresh Density: The fresh density of each lot will be measured by ASTM C1688 at the point of placement shall be within +/- five (5) pounds per cubic foot of the fresh density determined from the JMF (approved test panel). 6. Appearance: The appearance of each lot shall be consistent with the JMF (approved test panel). The pervious concrete pavement shall have a consistent surface texture, shall not be raveled, shall be free of ridges or other surface imperfections, shall have joints that are in the specified location and are constructed per specification, and shall be free of cracks. Testing for acceptance will be performed by the Engineer. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 71 5-06.3(6)A Infiltration Rate of Placed Pavement The infiltration rate of the pervious concrete shall be determined at four (4) random locations within each lot. The locations for conducting infiltration tests will be determined by the Engineer. The Contractor shall coordinate and schedule testing with the Engineer a minimum of five (5) Working Days in advance. The infiltration rate on the finished surface will be determined in accordance with ASTM C1701, except the infiltration ring diameter may be 12- inches to 24-inches in diameter. The infiltration test will be conducted after a minimum of seven (7) calendar days of curing has occurred. If the measured infiltration rate is less than 100 inches/hour at any test location, the Contractor may request in writing that the Engineer perform additional infiltration tests for the purpose of assessing overall infiltration performance and/or determining a defective lot in accordance with Section 5-06.3(6). The determination of a defective lot, or lots, and the extent(s), will be by the Engineer. The cost of additional testing shall borne by the Contractor. 5-06.3(7) Rejection Pervious concrete may be rejected by the Contractor for any reason. A truckload of pervious concrete will be rejected if the Certificate of Compliance is not provided at the time of delivery of the material to the site. See Section 5-06.3(4)B. Pervious concrete that is improperly cured or is allowed to freeze during the initial seven (7) day curing period will be rejected. Pervious concrete pavement that does not meet the acceptance criteria put forth in Section 5-06.3(6) will be rejected by the Engineer on a lot by lot basis. During the removal process of the rejected pavement, The Contractor shall implement measures to protect the adjacent pervious concrete pavement to remain. If pervious concrete pavement becomes damaged by the Contractor during removal of the rejected pavement then additional pavement areas may be rejected by the Engineer to the next planned joint. Fresh pervious concrete that has been rejected by the Engineer, or the Contractor, shall not be placed, or shall be removed and replaced, at no additional cost. 5-06.3(8) Mixing Pervious Concrete Batch, mix and deliver pervious concrete in compliance with ASTM C94/C94M except that pervious concrete shall not be transit mixed or shrink mixed. If water is added to the mix after it is delivered on site, the fresh density for the pervious concrete shall meet the requirements of the approved JMF referenced in this section. 5-06.3(8)A Limitations of Mixing Pervious Concrete Mixing and placing concrete shall be discontinued when a descending air temperature in the shade away from artificial heat reaches 40º F and shall not be resumed until an ascending air temperature in the shade and away from artificial heat reaches 40º F. The temperature of fresh pervious concrete shall not be less than 55° F, nor more than 90° F when placed. Pervious concrete shall not be mixed with aggregates at less than 32° F. 5-06.3(9) Subgrade Preparation And Base Prepare and protect subgrade in accordance with Section 2-06. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 72 Prepare and protect subbase in accordance with Section 4-04. 5-06.3(10) Placing, Spreading, Finishing, Edging, Tolerances, and Curing Pervious concrete shall not be placed, compacted or finished when the natural light is inadequate, unless an adequate lighting system is in operation. The adequacy of light will be determined by the Engineer. Wet the surface of the subbase with water immediately before placing pervious concrete. Deposit concrete either directly from the transporting equipment or by conveyor on the subbase, unless otherwise specified. Pervious concrete shall not be placed on frozen subbase. Deposit concrete between the forms to an approximately uniform height. Spread the concrete using mechanized equipment or hand tools. Vibrating equipment shall not be used for spreading pervious concrete. Strike off concrete between forms using a form-riding paving machine, roller screed, or spinning screed. Compact concrete to a uniformly dense structure without clogging the surface with paste. Finish the pervious concrete to a uniform, open-textured surface to match the appearance of the approved JMF test panel. Edges shall be hand tooled to a radius of ¼ inch. Curing materials for pervious concrete shall be in place no more than 20 minutes of discharge onto the subbase. The pavement surface and all exposed edges shall be completely covered with sheet curing materials conforming to Section 9-23.1. The curing material shall secured at all exterior edges and interior laps without damaging the pervious concrete. The method of securing the curing material shall prevent wind from removing the sheet and from blowing under the sheet across the surface of the concrete. Cure the pavement for a minimum of seven (7) uninterrupted days. All traffic (foot and vehicular), staging, stockpiling or other work shall be kept off of the pervious concrete pavement during the curing period. Any testing for acceptance shall not occur until the end of the curing period. Protect concrete from freezing and cold weather in accordance with 5-06.3(12). 5-06.3(10)A Contractor’s Qualifications The contractor shall employ no less than one (1) National Ready Mixed Concrete Association (NRMCA) certified Pervious Concrete Craftsman for each crew, who must be on site, over- seeing the work during all pervious concrete placement; or employ no less than three (3) NRMCA Certified Pervious Concrete Installers per crew, who must be on site working during each pervious concrete placement. The minimum number of certified individuals must be present on each crew for every pervious concrete placement, including the test panel placements, and a certified individual must be in charge of the placement crew and procedures. If, in the opinion of the Engineer, personnel used for installing pervious concrete are unqualified, inattentive to quality, or unsafe, they shall be removed or reassigned from installation of pervious concrete at the written request of the Engineer. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 73 5-06.3(10)B Test Panel Production placement of pervious concrete shall not occur until the Contractor has completed a test panel of pervious concrete pavement that meets all of the acceptance criteria described herein and is accepted by the Engineer. The Contractor shall construct a test panel utilizing a minimum of seven (7) cubic yards of pervious concrete. If multiple pavement section depths are shown on the plans, a test panel shall be constructed for each pavement section depth/thickness. The width of the test panel shall have a width no smaller than the greatest width to be used during the construction and installation of the pervious concrete onsite. The test panel(s) shall include at least one joint and at the spacing specified on the plans and specifications. Test panels may be placed non-contiguously. The test panel(s) shall be equivalent and representative of the production pervious concrete pavement in all aspects including subbase, depth, joints, method of placement, curing, and preparation. Construction and evaluation of the test panel shall occur as follows: 1. Notify the Engineer at least ten (10) Working Days before installing pervious concrete test panels. 2. Coordinate the location of the test panel with the Engineer. 3. Install the test panel in accordance with the Specifications and Drawings. 4. Notify the Engineer when the test panel is ready for inspection and acceptance testing. 5. Acceptance testing will be conducted in accordance with Section 5-03.3(6). 6. Remove, replace, and dispose of any unsatisfactory portions of test panels as determined by the Engineer, at no additional cost to the Contracting Agency. Failure to install acceptable test panel(s) of pervious concrete will indicate an unapproved test panel(s) and require new test panel(s) for review. The completed and approved test panel(s) shall establish the JMF. The approved test panel shall meet the requirements of Section 5-03.3(6). Upon successful completion of the infiltration test, unless otherwise determined by the Engineer, three (3), cores will be cut in accordance with ASTM C42 and will be used to validate the mix design under the acceptance criteria of Section 5-06.3(6). Cores shall be taken at the same location where the infiltration test was conducted. The average hardened density of the cores shall be the hardened density used for the JMF. The hardened density of each core used for determining the JMF shall be within five (5) percent of the mean value of the three cores. Core holes shall be filled by the Contractor with pervious concrete meeting the proposed JMF and shall match adjacent pavement color, texture and grade. The completed and accepted test panels shall be maintained and protected throughout the duration of the Work and may not be demolished and disposed of without written permission from the Engineer. If the test panel(s) is incorporated into the Work, it shall remain in place accepted as a single lot. 5-06.3(11) Joints Construct joints at the locations, depths and with horizontal dimensions indicated on plans unless noted otherwise in this section. Joints shall be of three (3) types: construction, contraction, isolation. Construction joints shall be formed at the end of a day’s work or when DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 74 necessary to stop production for any reason. Contraction joints shall be used to control random cracking. Isolation joints shall be used where the pervious concrete abuts existing facilities or where shown on the Plans. 5-06.3(11)A Construction Joints Construction joints shall be located at the location of a planned contraction or isolation joint. Construction joints are to be formed by placing a header between the forms, at right angles, to the full depth of the finished pervious concrete, and set to the height of the forms. Pervious concrete shall be placed against the header and compacted and finished as normal, including edging. The header shall remain in place until paving resumes. 5-06.3(11)B Contraction Joints Contraction joints (transverse and longitudinal) shall be constructed at the locations and intervals shown in the Contract. Contraction joints shall be a depth of 1/3 the thickness of the pervious concrete pavement section and have a width of no more than 1/4 inch. Contraction joints shall not be saw cut unless specifically noted on the Plans. Saw cut joints shall have a minimum width of 1/8 inch. Plastic formed contraction joints shall be tooled on both sides of the joint with a radius of ½ inch. Tool joint to the depth and width in fresh concrete immediately after the concrete is compacted. 5-06.3(11)C Isolation Joints Isolation joints shall be placed where the pervious concrete abuts existing structures or where shown on the Plans. Isolation joints shall continue through the depth of the pervious concrete using a 3/8 inch premolded joint filler meeting the requirements of Section 9-04.1(2). Isolation joints may be formed by forming a construction joint and affixing the premolded joint filler against one side of the joint and placing fresh pervious concrete against it. Isolation joints and filler shall be flush with the surrounding pervious concrete and shall not deviate from the acceptance criteria for smoothness as shown in Section 5-06.3(6). The edge of the pervious concrete adjacent the premolded joint filler shall be hand tooled with a ½ inch radius. 5-06.3(12) Cold Weather Work When concrete is being placed and the ambient air temperature is expected to drop below 35° F during the day or night, the Contractor shall protect the concrete from freezing. The Contractor shall submit for approval a Cold Weather Plan prior to placing concrete when ambient air temperature below 35° F is anticipated, or when requested by the Engineer. When a Cold Weather Plan is required, pervious concrete shall not be placed without an approved Cold Weather Plan. Under the Cold Weather Plan, the Contractor shall, provide a sufficient supply of straw, hay, blankets, or other suitable blanketing material and spread it over the pavement to a sufficient depth to prevent freezing of the concrete. The blanket material shall be placed on top of the sheet curing materials and covered with a layer of burlap or plastic sheeting, weighted or anchored to prevent the wind from displacing the insulation. At no time during the curing period shall the temperature of the pervious concrete be allowed to drop below 55° F. The Engineer may require recording thermometers if daytime temperature is below 50°. The curing period may be extended by the Engineer if the pervious concrete temperature has been allowed to drop below 55° F. The cold weather protection shall be maintained for seven (7) days. Pervious concrete that has frozen during this period will be rejected. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 75 5-06.3(13) Protection of Pervious Concrete Pavement As part of the Construction Stormwater Pollution Prevention plan (SWPPP), rain runoff, surface water of any kind and sediment shall be prevented from entering the area of pervious concrete construction, including excavation, until the pervious concrete application has cured, testing is completed and determined to meet specifications and the adjacent areas that sheet flow/drain onto the pervious concrete are permanently stabilized from erosion and plantings are established. Once pavement is placed, flow diversion measures and protective covers shall continually be maintained until adjacent areas are permanently stabilized and concrete has been accepted. Construction vehicular traffic shall not be allowed onto the pervious concrete pavement. Do not open the pavement to vehicular traffic until the concrete has cured for at least seven (7) uninterrupted days, testing has been completed, and the pavement has been accepted by the Engineer. The Contractor shall take every precaution to protect the pervious concrete pavement from damage, including the introduction of foreign materials to the surface, throughout the course of the work. Pervious concrete pavement that is damaged or has been adversely impacted by the introduction of foreign materials shall be remediated to the satisfaction of the Engineer or rejected and replaced to the nearest joint. (City Contracts, February 2023, City of Auburn GSP) Supplement this section with the following subsections: 5-06.4 Measurement Measurement for “Pervious Concrete Pavement – Sidewalk” will be by the square yard of finished surface of pervious concrete walk. No measurement will be made for blocked out areas, castings or other discontinuities in the sidewalk nine (9) square feet or larger. Measurement for “Pervious Concrete Pavement-Vehicular” will be by the square yard for the finished surface of pervious concrete pavement. No Measurement will be made for blocked out areas, castings or other discontinuities in the pavement nine (9) square feet or larger. 5-06.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following Bid Items that are included in the Proposal: “Pervious Concrete Pavement – Sidewalk”, Per Square Yard “Pervious Concrete Pavement – Vehicular”, Per Square Yard The Unit contract price per square yard for “Pervious Concrete Pavement – Sidewalk” shall be full pay for furnishing all labor, tools, equipment and materials required to construct the pervious concrete sidewalk as specified in this Section, including but not limited to; performing mix designs, and placing pervious concrete. The Unit contract price for “Pervious Concrete Pavement-Vehicular” shall be full pay for furnishing all labor, tools, equipment and materials required to construct the pervious concrete pavement as specified in this Section, including but not limited to; performing mix designs, and placing pervious concrete. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 76 (February 2023, City of Auburn GSP) Supplement Division 5 with the following section, including subsections: 5-07 Textured Asphalt 5-07.1 Description This work consists of texturing and coloring asphalt concrete pavement in areas indicated on the Contract Drawings. Work includes imprinting the hot mix asphalt surface with a textured finish, and coating the finish surface with a colored epoxy material. All imprinting work shall be performed by an Authorized Street Print Applicator or substituted in its entirety with an approved equivalent described here in accordance with 1-06.7(4) (Proposed Equivalents). 5-07.2 Materials The following specifications and methods are referenced as part of these Special Provisions. American Society for Testing and Materials 1) ASTM D-4541 Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Tester 2) ASTM D-4060 Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser 3) ASTM D-2697 Standard Test Method for Volume of Nonvolatile Matter in Clear or Pigmented Coatings 5-07.2(1) Coating Material The coating material shall be a premium high performance material consisting of epoxy modified acrylic polymers blended with sand and aggregate, “StreetBond SP150E,” or an approved equivalent. 5-07.2(2) Colorant The colorant shall be a highly concentrated, high quality, UV stable pigment blend designed to be added to coating material to provide color to the coating. The colorant shall be StreetBond Colorant, with the color “Bedrock,” and the same colorant shall be used in each coating layer applied to the asphalt surface. One pint of StreetBond Colorant shall be used with one 5-gallon pail of StreetBond SP150E Coating Material. 5-07.3 Construction Requirements The Contractor shall follow the latest StreetPrint Application Procedures as issued by Integrated Paving Concepts Inc. 5-07.3(1) Textured Asphalt Terms Textured Asphalt Pavement shall be described as “StreetPrint Pavement Texturing”, “StreetPrint”, or approved equivalent pavement on the Contract Plans and documents related to the project. Pavement Texturing is defined as a finishing system, which treats the surface of Hot Mix Asphalt (HMA) by imprinting fully compacted asphalt pavement with “grid style” or other DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 77 styles of depressions to replicate, in relief, the concrete grout depressions common to hand- laid brick or cobblestone, or any other design as shown on the Plans or described in the specifications, and coating the imprinted asphalt surface using an approved surfacing system. This system shall be the “StreetPrint” system utilizing the “StreetBond HW Surfacing System” or an approved equivalent. Imprinting Asphalt Concrete Pavement is defined as pressing flexible templates into hot, fully-compacted, Asphalt Concrete Pavement to create the appearance of grout lines or patterns in the asphalt surface. Surfacing System is defined as multiple applications of premium coating material, and shall be StreetBond HW Surfacing System applying StreetBond SP150E. “Authorized StreetPrint Applicator” is a contractor licensed by Integrated Paving Concepts Inc., (Tel. 800-688-5652), and shall have a foreman, supervisor or lead hand on site who has successfully completed a StreetPrint Level 1 or Level II Accreditation Training Program. 5-07.3(2) Certification The contractor shall furnish certification of test results showing that surfacing materials has the following properties: 1. Adhesion (PLI) To an Asphalt substrate (ASTM D-4541) Result: Cohesive failure of asphalt prior to adhesive failure. 2. Taber Abrasion H-10(Dry Wear Index) (ASTM D-4060). Maximum of 0.98 grams/1000 cycles after 7 calendar days cure. 3. Solids by Volume (%) (ASTM D-2697). Minimum = 24 +/-2%. 5-07.3(3) Equipment All equipment, tools, and machines used to perform the work shall be maintained in satisfactory working order at all times. Descriptive information on the surfacing application equipment shall be submitted to the Engineer for approval not less than 5 working days before the work starts. 5-07.3(3)A Templates Templates shall be manufactured from flexible, woven wire rope cut and welded into the patterns used for imprinting Asphalt Concrete Pavement. 5-07.3(3)B Reciprocating Infra-Red Heater Reciprocating Infra-Red Heater shall be used to apply heat to the asphalt surface in designated areas for imprinting. The heating equipment used shall allow continuous monitoring of the surface temperature to ensure the asphalt does not over heat and burn. Equipment that is specifically excluded from this section shall not be used for reheating of the asphalt in any form, including direct flame heaters. 5-07.3(3)C Vibratory Plate Compactor Vibratory Plate Compactor shall be used for pressing the wire templates into the heated asphalt to create the specified pattern. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 78 5-07.3(3)D Spray Equipment Spray Equipment shall be capable of applying the coating material to the asphalt surface in a controlled thin film. 5-07.3(4) Construction 5-07.3(4)A Surface Preparation Prior to Coating The asphalt surface shall be free of dirt, debris, oil or anything that will adversely affect the adhesion of the new coating system. All loose material on the asphalt surface shall be removed and prior to applying the coatings, the asphalt surface shall be completely dry. 5-07.3(4)B Layout and Imprinting Layout and imprinting of the pattern into the surface of the HMA is shown in the Plans. 5-07.3(4)C Heating of Asphalt Direct flame heaters shall not be allowed for the purpose of heating the asphalt. Hot air portable heaters may only be used for heating isolated areas. The temperature of the asphalt surface shall be regularly monitored during the reheating process. The asphalt pavement shall be adequately heat soaked (softened) to a depth of at least 1/2 inch, without burning the asphalt. If during the re-heating process the surface is overheated and begins to emit black smoke, the contractor shall stop work immediately. The damaged surface area shall be removed by milling the upper 1-1/2 inch and replaced by a partial depth patch with the topmost layer matching the existing surface layer mix and binder. Patching and all work associated with the repair effort shall be at no cost to the City. 5-07.3(4)D Sample Area Prior to installing the Surfacing System to the entire project, a sample area shall be completed. Upon approval from the Engineer for appearance of color, the Contractor may proceed with completing the Surfacing System installation. 5-07.3(4)E Coating Installation The Contractor shall apply the Surfacing System only when the air temperature is at least 50F and rising, and will not drop below 50F within 8 hours of application of the coating material. There should be no precipitation expected within 2 hours after applying the final layer of coating material. 5-07.3(5) Quality Control 5-07.3(5)A General At all times the Contractor shall have a representative familiar with all manufacturer’s recommendations for products used on site, or if the StreetPrint process is utilized then a foreman, supervisor or lead hand who is registered with Integrated Paving Concepts, Inc., as a Level 1 or Level II Accredited StreetPrint Installer shall be onsite at all times during installation; certification must be submitted for approval 5 working days prior to commencing construction. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 79 5-07.3(5)B Stamping Depth Upon completion, the patterned area shall be checked for proper depth of print. 98% of the stamped area shall have an imprint depth of 1/4 inch. If any sample areas have an imprint depth that is less than 1/4 inch, those areas shall be re-heated and re-stamped prior to applying the coatings. 5-07.3(5)C Coating Thickness The total thickness shall be monitored by measuring the volume of material used per unit area. For this project an average coverage area for the combined coating layers shall be per manufacturer’s recommendation or 150 square feet coated per 5-gallon pail of StreetBond SP150E material used. The Contractor shall provide proof of material usage. 5-07.3(5)D Protection of Existing Pavement Markings The Contractor shall protect all existing pavement markings from contamination from the asphalt sealant including any existing markings on curbing. All disturbed pavement markings shall be returned to their original condition, at no additional cost to the City as specified in Section 8-22 (Pavement Markings). (City Contracts, February 2023, City of Auburn GSP) Supplement this section with these subsections: 5-07.4 Measurement Measurement for “Textured Asphalt” shall be by the square yard of surface area completed. 5-07.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: “Textured Asphalt”, Per Square Yard The unit contract price for “Textured Asphalt” shall be full pay for all costs of labor, tools, and equipment necessary to install the asphalt texturing, including heating, imprinting, and coloring the asphalt. Costs for placing and compacting the HMA Cl. ½ inch pavement receiving the texturing shall be paid for as indicated in Section 5-04 (Hot Mix Asphalt) of these Special Provisions. (February 2023, City of Auburn GSP) Supplement Division 5 with the following section, including subsections: DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 80 5-08 Stamped Colored Cement Concrete 5-08.1 Description This work shall be for the completion of stamped concrete medians as indicated on the Plans. 5-08.2 Materials Stamped concrete shall be air entrained concrete Class 4000 in accordance with the requirements of Section 6-02. Solomon Liquid Colors Inc. colorant (Solomon Colors, PO Box 8288, Springfield, Illinois 62791. Phone (800) 624-0261 / (217) 522-3112. Fax (800) 624-3147 / (217) 522- 3145. Web Site www.solomoncolors.com. E-Mail sgs@solomoncolors.com.), or approved equivalent, shall be added to the concrete mixture per the following specifications: Colorant Material Specifications: • Color: ColorFlo Liquid Color • Name: Dark Redwood • Number: 489 • Compliance: ASTM C 979. • Material: Predispersed iron oxide pigments containing high pigment solids in aqueous base liquid. Produce uniform and consistent color. • Permanent, inert, stable to atmospheric conditions, sunfast, weather resistant, alkali resistant, water insoluble, lime proof, and nonbleeding. • Free of deleterious fillers and extenders. • Particle Size: 95 to 99 percent minus 325 mesh. • Specific Gravity: 1.9 to 2.0. Color Mixing Specifications: • Mixer shall be loaded to a minimum of 40% capacity to ensure good color suspension. • The mix design shall be consistent and the water cement ratio shall be maintained with a maximum 4 inch slump. • The Contractor shall reverse the drum, bringing the concrete to the back of the truck, prior to adding color to the ready mix truck. • The Contractor shall mix the concrete at high speed for a minimum of 5 minutes before pouring concrete. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 81 5-08.3 Construction Requirements Construction Requirements for Stamped Colored Concrete: • Measuring, Batching, Mixing, and Delivering Concrete: As specified in Section 6-02, except as specified in this section. 1. Measure, batch, mix, and deliver concrete with pigments in accordance with manufacturer’s instructions. 2. Ensure mixer is clean and free of washout water before loading. 3. Load mixer to a minimum of 40 percent capacity. 4. Do not load mixer beyond recommended capacity. 5. Add concrete materials to mixer in same order for each batch. 6. Do not add pigment to mixer as first concrete material. 7. Maintain consistent amounts of batch water in each batch. • Placing, Finishing, and Curing Concrete: As specified in Section 6-02, except as specified in this section. 1. Place, finish, and cure concrete with pigments in accordance with manufacturer’s instructions. 2. Allow excess surface water to evaporate before finishing. 3. Do not over-finish surface. Avoid burning surface. 4. Do not fog with water or cover surface of colored concrete during initial curing process for a minimum of 48 hours. • Add liquid pigments to concrete batch automatically by use of metering, volumetric, or weight measuring system or manually by weight or volume in accordance with manufacturer’s instructions. • Recycle liquid pigments while in their container before use to ensure uniformity and proper viscosity. • Add liquid pigments to concrete batch after prewetted aggregate and before cement addition. Calcium chloride shall not be permitted in the concrete mix, as it causes discoloration. Forms shall be as specified in Section 8-14.3(2). Cleaning: • Clean concrete of efflorescence in accordance with manufacturer’s instructions. • Ensure concrete has sufficiently cured before cleaning. • Use concrete cleaner approved by pigment manufacturer. Do not use cleaners containing acid. • Apply cleaner in accordance with cleaner manufacturer’s instructions. 5-08.3(1) Stamping The Contractor shall apply a Brickform, or approved equivalent, Antique Release agent, to the concrete as soon as all standing water has disappeared from the concrete surface and prior to beginning the stamping process. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 82 The Contractor shall apply a Brickform, or approved equivalent, concrete sealer to the finished concrete after it has cured for 28 calendar days. While the initially finished concrete is plastic, the Contractor shall accurately align and place stamp “skins” or semi rigid mats in sequence and changing direction of patterns as necessary to produce the pattern shown in the Plans. The Contractor shall uniformly load mats and press into concrete to produce the required imprint pattern and depth of imprint on the concrete surface. The Contractor shall remove the stamp mats immediately. The Contractor shall hand stamp edges and surfaces unable to be imprinted by stamp mats. The Contractor shall utilize a stamping template that matches the pattern specified in the Plans. Upon completion, the patterned area shall be checked for proper depth of print. 98% of the stamped area shall have an imprint depth of 1/4 inch. If any sample areas have an imprint depth that is less than 1/4 inch, those areas shall be re-stamped prior to applying the coatings. The stamped pattern shall be neat, with clean lines and intersections. (City Contracts, February 2023, City of Auburn GSP) Supplement this section with these subsections: 5-08.4 Measurement Measurement for “Colored Stamped Cement Concrete” shall be per Square Yard. 5-08.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: “Colored Stamped Cement Concrete”, Per Square Yard The unit contract price for “Colored Stamped Cement Concrete” shall be full pay for all costs of labor, tools, materials, and equipment necessary to mix, pour, grade, finish, stamp, apply the colored release agent, apply the concrete sealer, and color the stamped concrete. (February 2023, City of Auburn GSP) Supplement Division 5 with the following section, including subsections: 5-09 Slurry Seal Surface Treatment 5-09.1 Description This work consists of applying an emulsified asphalt slurry seal to prepared designated street surfaces in complete and strict accordance with these Special Provisions. The slurry seal surface shall consist of a mixture of emulsified asphalt, mineral aggregate, and water, properly proportioned, mixed, and spread evenly on the surface as specified in this document. The cured slurry shall have a homogenous appearance, fill all cracks, adhere firmly to the surface, and have a skid resistant texture. 5-09.1(1) Applicable Specifications The following specifications and methods are referenced as part of these Special Provisions: DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 83 AASHTO __ American Association of State Highway Testing Officials; ASTM __ American Society for Testing and Materials; ISSA __ International Slurry Seal Association. 5-09.2 Materials 5-09.2(1) Asphalt Emulsion Emulsified asphalt shall conform to the requirement of ASTM or ISSA Specification for type SS1h, CSS1h, or Quick Setting Mixing Grade Emulsion. 5-09.2(2) Aggregate The mineral aggregate shall consist of natural or manufactured sand, slag, crusher fines, and others or a combination thereof. Smooth-textured sand of less than 1.25% water absorption shall not exceed 50% of the total combined aggregate. The aggregate shall be clean and free of vegetable matter and other deleterious substances. When tested by AASHTO T176 or ASTM D2419, the aggregate blend shall have a sand equivalent of not less than 45. When tested according to AASHTO T104 or ASTM C88 the aggregate shall show a loss of not more than 15%. When tested according to AASHTO T-96 or ASTM C131 the aggregate shall show a loss of not more than 35. Mineral fillers such as Portland Cement, limestone dust, fly ash, and others shall be considered part of the blended aggregate and shall be used in minimum required amounts and must meet the gradation requirements of ASTM D242. Mineral fillers shall only be used if needed to improve the workability of the mix or gradation of the aggregate. The combined mineral aggregate shall conform to the following gradation: Sieve Size Percent Passing (Type III) ½ inch – (12.5mm) 3/8 inch – (9.5mm) 100 No. 4 (4.75mm) 70-90 No. 8 (2.36mm) 45-70 No. 16 (1.18mm) 28-50 No. 30 (0.600mm) 19-34 No. 50 (0.300mm) 12-25 No. 100 (0.150mm) 7-18 No. 200 (0.75mm) 5-15 Theoretical Asphalt Content % Dry Aggregate 6.5-12 5-09.2(3) Water All water used with the slurry mixture shall be potable and free from harmful soluble salts. 5-09.2(4) Laboratory Testing Sources for all materials shall be identified before they are required for use on the project. All samples must be taken according to previously mentioned procedures. All DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 84 materials shall be pretested in a qualified laboratory to determine their suitability for use in slurry. The theoretical asphalt content shall be determined. The laboratory shall also determine if mineral filler is required, and if so, how much should be used. Test samples shall be made and tested on a Wet Track Abrasion Machine. The Contractor must submit the complete laboratory analysis and test report with abraded and unabraded slurry test samples, to the Engineer before application of the slurry seal can begin. 5-09.2(5) Stockpiling Of Aggregates Precautions shall be taken to insure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. The stockpile shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted. 5-09.2(6) Storage The Contractor shall provide suitable storage facilities for the asphalt emulsion. The container shall be equipped to prevent water from entering the emulsion. Suitable heat shall be provided, if necessary, to prevent freezing. 5-09.2(7) Sampling The Contractor shall furnish samples of materials and of the finished slurry surface during progress of the work. The Contractor may be requested to supply test reports as additional materials arrive. 5-09.2(8) Verification Each machine will make test strips after calibration and before construction. Test strips shall be a portion of the project. Samples of the Slurry Seal will be taken and verification made as to mix consistency and proportioning. Verification of the rate of application will also be made. If any of the tests fail to meet minimum standards, additional test strips will be required until the Engineer approves each unit. These additional test strips will be performed at no additional cost to the City. Any unit failing to pass the tests after the third trial will not be permitted to work on the project. Test strips must be accepted or rejected within 24 hours after application. 5-09.3 Construction Requirements 5-09.3(1) Equipment All equipment, tools, and machines used to perform this work shall be maintained in satisfactory working order at all times. Descriptive information on the slurry mixing and application equipment shall be submitted to the Engineer for approval not less than 5 working days before the work starts. 5-09.3(1)A Slurry Mixing Equipment The slurry-mixing machine shall be a continuous flow-mixing unit and shall be capable of accurately delivering a predetermined proportion of aggregate, water, and asphalt emulsion to the mixing chamber and to discharge the thoroughly mixed product on a continuous basis. The aggregate shall be pre-wetted immediately before mixing with the emulsion. The mixing unit of the mixing chamber shall be capable of thoroughly blending all ingredients. No violent mixing is permitted. The mixing machine shall be equipped with an DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 85 approved fines feeder that provides an accurate metering device or method to introduce a predetermined proportion of mineral filler into the mixer at the same time and location as the aggregate. The fines feeder shall be used whenever added mineral filler is a part of the aggregate blend. 5-09.3(1)B Slurry Spreading Equipment A mechanical type squeegee distributor shall be attached to the mixing machine. It shall be equipped with flexible material in contact with the pavement and shall be maintained to prevent loss of slurry from the distributor. It shall also be adjustable to ensure uniform spread. There shall be a steering device and a flexible strike-off. The spreader box shall have an adjustable width. The box shall be kept clean, and build-up of asphalt and aggregate on the box will not be permitted. The Engineer shall approve the use of burlap drags or other drags. 5-09.3(1)C Cleaning Equipment Power brooms, power blowers, air compressors, water flushing equipment, and hand brooms shall be suitable for cleaning the surface and cracks of the old surface. 5-09.3(1)D Auxiliary Equipment The Contractor shall provide hand squeegees, shovels, and other equipment as necessary to perform the required work. 5-09.3(1)E Calibration Each slurry-mixing unit used to perform the work shall be calibrated in the presence of the Engineer, before construction. Documentation of previous calibration that covers the exact materials being used may be an acceptable substitute provided they were made during the same calendar year. The documentation shall include an individual calibration of each material at various settings that can be related to the machine’s metering device(s). No machine will be allowed to work on the project until calibration has been completed and accepted. 5-09.3(2) Preparation of Surface Immediately before applying the slurry, the surface shall be cleaned of all loose material, silt spots, vegetation, and other objectionable material. Any standard cleaning method to clean pavements is acceptable, except water flushing which is not permitted in areas where there are numerous cracks present in the pavement surface. The Engineer shall give final approval of the surface preparation. 5-09.3(3) Composition and Rate of Application of the Slurry Mix The amount of asphalt emulsion to be blended with the aggregate shall be as determined by the laboratory report after final adjustment in the field. A minimum amount of water shall be added as necessary to obtain a fluid and homogeneous mixture. The rate of application shall be at least 15 pounds per square yard but not greater than 20 pounds per square yard. Adjustment may be required during construction based on field conditions. The Engineer will give final approval for all such adjustments. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 86 5-09.3(4) Weather Limitations The slurry seal surface shall not be applied if either the pavement or air temperatures are 55 degrees F or below and falling, but may be applied when both the air and pavement temperatures are 45 degrees F or above and rising. The mixture should not be applied if high relative humidity prolongs curing beyond a reasonable time. 5-09.3(5) Traffic Control The Contractor is responsible for all Traffic Control. Suitable methods such as barricades, flaggers, pilot cars, etc., shall be used to protect the uncured slurry surface from all types of traffic. Any damage caused by the Contractor’s negligence to the uncured slurry will be the responsibility of the Contractor. The Engineer shall give final approval to the traffic control methods used. 5-09.3(6) Application of Slurry Surfaces 5-09.3(6)A General The surface may be pre-wetted by fogging ahead of the slurry box if required by local conditions. Water used in pre-wetting the surface shall be applied at a rate so that the entire surface is damp with no apparent flowing water in front of the slurry box. The slurry mixture shall be of the desired consistency when deposited on the surface and no additional elements shall be added. Total time of mixing shall not exceed 4 minutes. A sufficient amount of slurry shall be carried in all parts of the spreader at all times so that complete coverage is obtained. No lumping, balling or unmixed aggregate shall be permitted. If the coarse aggregate settles to the bottom of the mix, the slurry will be removed from the pavement. No excessive breaking of the emulsion will be allowed in the spreader box. No streaks, such as those caused by oversized aggregate, will be left in the finished pavement. 5-09.3(6)B Joints Neither excessive build-up nor unsightly appearance shall be permitted on longitudinal or transverse joints. 5-09.3(6)C Hand Work Approved squeegees shall be used to spread slurry in areas not accessible to the slurry mixer. Care shall be exercised so that no unsightly appearance results from handwork. 5-09.3(6)D Curing Treated areas will be allowed to cure until the Engineer permits their opening to traffic. Rolling is normally not required on slurry surfaces. However, in areas of slow turning traffic the paved surface should be rolled by a five-ton roller. The paved area should be subjected to a minimum of five coverages. If a pneumatic roller is used, it should be operated at a tire pressure of 50 pounds per square inch. 5-09.3(6)E Protection of Existing Monuments and Utility Covers The Contractor shall protect all existing survey monuments and utility covers during the resurfacing operation by placing a paper plate or similar material over them. Following the resurfacing operation, paper plates or similar materials shall then be removed to leave the monuments clean and exposed. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 87 (City Contracts, February 2023, City of Auburn GSP) Supplement this section with these subsections: 5-09.4 Measurement “Slurry Seal Surface Treatment” will be measured by the square yard of work completed and accepted. 5-09.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: “Slurry Seal Surface Treatment”, Per Square Yard Payment for “Slurry Seal Surface Treatment” shall include all costs to complete the work, including, but not limited to surface preparation, calibration, furnishing and applying slurry treatment, and curing. (February 2023, City of Auburn GSP) Supplement Division 5 with the following section, including subsections: 5-10 Non-Woven Fabric for Pavement Overlays (January 2018, City of Auburn GSP) 5-10.1 Description (January 2018, City of Auburn GSP) This work consists of placing Non-woven Fabric for pavement overlays as shown in the Plans. 5-10.2 Materials (April 2020, City of Auburn GSP) Asphalt Binder PG 58H-22 per Section 9-02 (Bituminous Materials). Fabric: Non-woven polypropylene material. Elastic Recovery, at 15 pounds wet or dry 100% Weight 3 to 5 oz./square yard Tensile Strength, either direction 80 pounds minimum Elongation 50% minimum Asphalt Retention 0.2 gallons/square yard minimum Melting Point 300 degrees or greater Minimum Width 75 inches 5-10.3 Construction Requirements (January 2018, City of Auburn GSP) DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 88 Equipment Requirements All equipment, tools, and machines are subject to the approval of the Engineer. Surface cleaning equipment shall be capable of removing oil, grease, and other objectionable materials from the pavement surface. Application equipment shall consist of brooms and distributor. The distributor shall have a capacity of not less than 1,000 gallons. Asphalt shall be uniformly applied at the specified rate. The distributor shall be equipped with a 10-foot spray bar and extensions, pressure pump and gauge, volume gauge located to be easily read by an inspector from the ground, a tachometer to accurately control the speed and spread of the asphalt, and two thermometers indicating continuous asphalt temperatures, (one of which is permanently installed). An independent power unit developing a minimum of 25-psi pressure at the spray bar shall supply power for the pressure pump. Surface Preparation The pavement surface shall be dry and free of all foreign materials such as dirt, grease, oil, etc. Cracks shall be filled per Section 5-04.3(4)A (Crack Sealing). Holes shall be repaired per Section 5-04.3(4)C (Pavement Repair). Where existing Asphalt Concrete Pavement depths are 2 inches or less, soil residual herbicide shall be applied to the roadway surface per Section 5-04.3(4)B (Soil Residual Herbicide). Asphalt Application The asphalt, with a minimum temperature of 290 degrees F, shall be sprayed uniformly at the rate of 0.25 to 0.30 gallons per square yard over the area to be fabric covered. The Contractor shall shield the preceding application to avoid laps and ridges where separate applications of asphalt meet. In inaccessible areas asphalt application may be provided by a suitable hand sprayer. Fabric Application The Contractor shall not begin fabric application until the Engineer has determined that all materials, equipment, and labor are ready. Fabric cannot be moved once placed, therefore, the initial alignment is very important. If alignment is to be changed, the fabric shall be cut and realigned with an overlapping joint a minimum of 6 inches in the direction of traffic. Fabric shall be also lapped a minimum of 6 inches at transverse and longitudinal fabric joints. The lapped top 6 inches of fabric shall be folded back and asphalt shall be applied to the bottom fabric at the rate of 0.05 gallons per square yard. The top fabric shall be immediately replaced and the joint shall be broomed and squeegeed to form a smooth, tight lapjoint. The fabric shall be broomed into the asphalt eliminating all air bubbles. Air bubble removal can be best accomplished by brooming from the center of the fabric toward the outer edges. Membrane Curing DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 89 The entire surface of the fabric shall be pneumatically rolled until the fabric is well embedded into the asphalt. Asphalt Concrete Overlay The asphalt concrete overlay shall immediately follow the fabric installation in accordance with Section 5-04 (Hot Mix Asphalt (HMA)). The fabric manufacturer’s recommendations and requirements regarding asphalt temperature, protection of fabric, rolling temperature and techniques, etc., shall be followed. A representative of the manufacturer shall be on the project at the beginning of fabric placement. The representative shall remain on the site until the Contractor has demonstrated to the Engineer an understanding required to satisfactorily perform the work. The Contractor shall not place more fabric than can be overlaid in the same day. No fabric, except that which is required for normal lapped joints, shall be exposed to traffic. If traffic must drive on the fabric, the fabric shall be dusted with sand to prevent vehicles from picking up the asphalt. Before resuming asphalt overlay, the sand shall be swept clean from the fabric. (City Contracts, February 2023, City of Auburn GSP) Supplement this section with these subsections: 5-10.4 Measurement (City Contracts, January 2018, City of Auburn GSP) “Non-Woven Fabric” will be measured by the square yard of area actually covered. 5-10.5 Payment (City Contracts, January 2018, City of Auburn GSP) Payment will be made for each of the following Bid items that are included in the Proposal: “Non-Woven Fabric”, Per Square Yard Payment for “Non-Woven Fabric” shall include all costs to complete the work, including, but not limited to surface preparation, furnishing and applying asphalt, furnishing and applying fabric, and curing. (February 2023, City of Auburn GSP) Supplement Division 5 with the following section, including subsections: 5-11 High Friction Surface Treatment 5-11.1 Description This work consists of applying a High Friction Surface Treatment (HFST) consisting of one application of a single layer of a binder resin system covered with a single layer of calcined bauxite aggregate as shown. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 90 5-11.1(1) Definitions High Friction Surface Treatment (HFST) – A product composed of calcined bauxite bound with a polymeric resin. 5-11.2 Materials 5-11.2(1) Aggregate Furnish calcined bauxite aggregate meeting the requirements listed below. Deliver the aggregate to the construction site in super sacks labeled clearly for identification. Provide aggregate that is virgin, clean, dry, and free from foreign matter. A sample of the aggregate lot/batch shall be supplied upon request. Aggregate Requirements Property Test Method Requirement Aggregate Gradation: % Passing the #4 sieve Minimum % Passing the #6 sieve AASHTO T27 & T11 100 95 Maximum % Passing the #16 sieve 5 Los Angeles Abrasion, % Max (Loss after 100 Revolutions) AASHTO T96 10 Moisture Content, % Maximum AASHTO T 255 (note 1) 0.2 Aluminum Oxide Content, % Minimum ASTM C-25 87 Notes 1: For each application, perform AASHTO T 255 within 3 hours of and prior to placement of the HFST material. 5-11.2(2) Binder Resin System Provide a modified binder resin system, meeting the requirements below, recommended by the manufacturer as suitable for use on the intended pavement surface and for the potential range of atmospheric exposure. A sample of the resin binder system for each lot/batch shall be supplied upon request. Epoxy Resin Binder Material Properties Requirements Property Test Method Requirements Polymeric Resin Viscosity, Poises ASTM D 2556 (note 1) Class C: 7 – 30 Gel Time AASHTO M 235 (note 2) Class C: 10 minute: min. Ultimate Tensile Strength, psi AASHTO M 235 (note 3) 2,000 – 5,000 Elongation at Break AASHTO M 235 (note 4) 30 – 70% Water Absorption, % AASHTO M 235 (note 5) 1 max. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 91 Durometer Hardness (Shore D) AASHTO D2240 (note 6) 60 – 80 Compressive Strength, psi ASTM C 579 (note 7) 1,000 min. (3 hours) 5,000 min. (7 days) Cure Rate (Dry through time), hours ASTM D 1640, 55 mil wet thickness @ 75 °F (note 8) 3 max. Mixing Ratio Provide manufacturer’s recommendations a minimum of 60 days prior to construction. Per Manufacturer Adhesion Strength, psi @ 24 hrs ASTM D 7234 (note 9) 250 min. or 100% substrate failure Infrared Spectrum AASHTO T 237 Note 10 Notes: 1. Prepare a one pint sample per manufacturer’s recommendation and mix for 2 to 3 minutes before testing. Use X1.1 for Spindle Selection. Perform testing at a temperature of 73 ± 2°F [23 ± 1°C]. 2. Prepare a 60g sample per manufacturer’s recommendation. Perform testing at a temperature of 73 ± 2°F [23 ± 1 °C]. 3. Prepare sample as per manufacturer’s recommendation. Prepare Type I specimens in accordance with ASTM D638. Cure specimens for 7 days at 73 ± 2°F [23 ± 1 °C] and 50 ± 2°F [10 ± 1 °C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay. 4. Prepare sample as per manufacturer’s recommendation. Prepare Type I specimens in accordance with ASTM D638. Cure specimens for 7 days at 73 ± 2°F [23 ± 1 °C] and 50 ± 2°F [10 ± 1 °C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay 5. Prepare sample as per manufacturer’s recommendation. Cure specimens for 7 days at 73 ± 2°F [23 ± 1°C] and 50± 2°F [10 ± 1°C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay after immersion. 6. Prepare sample as per manufacturer’s recommendation. Use the Type 1 Precision-Type D Durometer Method. Cure specimens for 7 days at 73 ± 2°F [23 ± 1°C] and 50 ± 2°F [10 ± 1°C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay. 7. Prepare sample as per manufacturer’s recommendation. Prepare specimen according to Method “B”, 2” x 2” cube, using 2.75 parts of sand to one part of mixed polymer resin binder by volume. Sand shall meet ASTM C778, 20-30 sand. Cure specimens at 73 ± 2°F [23 ± 1°C] and 50 ± 2°F [10 ± 1°C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay. 8. Prepare sample as per manufacturer’s recommendation. Prepare a specimen of 50-55 wet mil thickness. Cure specimens for 3 hours max at 73 ± 2°F [23 ± 1°C] and 50± 2°F [10 ± 1°C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay. 9. Prepare sample as per manufacturer’s recommendation. Use method D, E, or F with a 2 inch loading fixture. Cure specimens for 24 hours at 73 ± 2°F [23 ± 1°C] and 50± 2°F [10 ± 1°C]. Test specimens at 73 ± 2°F [23 ± 1°C] without delay. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 92 10. To be established by each manufacturer for each individual component and combination of components. 5-11.2(3) Manufacturer’s Certificate of Compliance Submit a Manufacturer’s Certificate of Compliance and supporting tests for the Binder Resin System and HFST aggregate demonstrating compliance with these specification requirements a minimum of 14 calendar days prior to the start of HFST Work. 5-11.2(4) Quality Control (QC) Plan Submit a QC Plan to the Project Manager for approval at least 30 days prior to the placement. The QC Plan shall show proposed methods to control the equipment, materials, mixing, and paving operations to ensure conformance with these specifications. Discuss the QC Plan requirements at the pre-construction, pre-placement, and progress meetings. The QC Plan shall contain at a minimum the following information. (a) Key Personnel and contact information. (b) Moisture control methods of aggregate. I List of manufacturer recommendations for the following: Method of Surface Preparation and required surface condition for adequate bonding; Crack Repair and slurry requirements; Weather, moisture and temperature requirements and a plan for the chance/or occurrence of a rain event; Mixing ratio and application rates for polymer resin and aggregate; Application methods; and Curing time and requirements for opening to traffic. (d) Cleaning and maintenance schedule for truck mounted application machine, including metering and monitoring deviceI(e) Corrective actions that will be taken for unsatisfactory construction practices and d eviations from specifications. The QC Plan shall designate a QC Manager, who shall have full authority to institute any action necessary for the successful operation of the QC Plan. The QC Manager shall be on the jobsite at all times during placement of the HFST. A field technician shall be present at the job site unless otherwise approved in the QC Plan. The field technician shall be responsible for the required field quality control sampling and testing in conformance with the approved quality control plan and contract documents. All sampling shall be performed in the presence of and in locations as directed by the Engineer. Maintain and make available upon request complete records of sampling, testing, actions taken to correct problems, and quality control inspection results. Any deviation from the approved QC Plan shall be cause for immediate suspension of operations. 5-11.3 Construction Requirements 5-11.3(1) Equipment Provide a Truck Mounted Application Machine, air compressor, portable shot blast equipment, regenerative air sweeper and other necessary equipment to insure efficient DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 93 operation and construction to meet specified results. Provide equipment in sufficient number and capacities that will provide coordinated and uniform progress of the work. . 5-11.3(1)A Truck Mounted Application Machine The HFST application machine shall be an HFST system manufacturer approved self- propelled, fully automated truck mounted application machine capable of continuously applying resin and aggregate at a uniform thickness and rate, respectively, in varying widths of up to 12 ft. The application machine shall be capable of continuously and thoroughly mixing epoxy resin binder components to the ratio recommended by the epoxy resin binder manufacturer (±2 percent by volume). The epoxy resin binder shall be uniformly applied to the pavement surface at a minimum coverage rate of 12 gals/min with a uniform application thickness of 55-65 mils. The aggregate shall be applied by the same application machine which includes an aggregate drop spreader capable of mechanically continuously spreading bauxite aggregate at a rate of 12-15 lb/sqyd, with a maximum height from spreader to pavement surface of 12 in. to achieve proper spread of aggregate. The use of chip spreaders, vehicle tires, rollers, vibratory compactors or devices that throw loose aggregate onto any part of the live roadway lanes will not be allowed to apply the aggregate onto the wet uncured resin. The HFST application machine shall be capable of the uniform application of the epoxy resin binder and aggregate at a minimum continuous application rate of 2,300 sq yd/hour. 5-11.3(1)B Air Compressor The air compressor shall be capable of producing a minimum pressure of 90 psi at the end of the discharge hose. The air stream shall discharge onto the pavement through an appropriate air lance. The tool lubricator shall be bypassed and a filter installed on the discharge valve to keep water and oil out of the line. 5-11.3(1)C Shot Blasting Equipment Furnish mono-directional or bi-directional electric powered shot blast machines with single or multiple blast wheels that cover a width of at least 2.5 feet per pass, and conform to EPA air pollution requirements by containing dust and steel abrasive media. If the equipment is not equipped for simultaneous bi-directional blasting, make separate passes in opposite direction to ensure equal cleaning on all side of exposed aggregate. 5-11.3(1)D Regenerative Air Sweeper (RAS) The Regenerative Air Sweeper (RAS) shall be self-propelled with power brooms capable of cleaning the existing pavement and removing loose aggregate without dislodging the bonded HFST aggregate. The regenerative air vacuum sweeper shall blast re-circulated, filtered air through a vacuum head having a minimum width of 6.0 feet at a minimum rate of 10,000 cubic feet per minute. The RAS shall be capable of being used without water for dust suppression to ensure a dry surface will be maintained. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 94 5-11.3(2) Labor 5-11.3(2)A Manufa’turer's Representative The manufacturer of the binder resin system is required to have a representative at the pre- construction or pre-placement meeting and at the construction site to provide technical assistance to the Engineer and Contractor personnel before placement of the high friction surface treatment and as necessary during the surface preparation, material placement and during any necessary corrective actions. Follow the recommendations of the manufa’turer's representative when installing the HFST. Instruct the manufa’turer's representative to alert the Contractor and the Engineer of anything that could affect the performance of ’he HFST. 5-11.3(2)B Applicator Qualifications A minimum of 10 calendar days prior to the pre-placement meeting, the Contractor shall submit these following qualifications: a minimum of 3 projects with the’owner's contact information on which the HFST Contractor has installed a cumulative minimum of 10,000 square yards of HFST using applicator vehicle equipped with an automated continuous application device within the past three years demonstrating a friction reading of 65 FN40R or higher when tested in accordance to ASTM E 274, or 0.80 when tested according to ASTM E 1911. An installer who does not meet this minimum shall be allowed if they are certified by the manufacturer to install and a manufa’turer's representative is onsite during all installations. 5-11.3(2)C Quality Control Personnel QC Manager, Field Technician 5-11.3(3) Construction 5-11.3(3)A General Do not begin HFST installation until all materials and equipment necessary to perform the installation and all required repairs are at the job site. (a) Season, Weather & Temperature Limitations – Apply the epoxy resin binder material on dry surfaces (including no condensation moisture from construction vehicles in front of binder application), when the ambient temperature is within the following range. Minimum Temperature (surface and ambient): The minimum temperature at time of placement shall be 55 °F and rising, unless the epoxy resin manufacturer can provide test data to support installations at lower temperatures. Maximum Temperature (surface and ambient): The maximum temperature at time of placement shall be 105 °F or when the anticipated weather conditions or pavement surface temperature would prevent the proper application of the surface treatment in accordance with the manufacturer’s recommendations. Ensure the epoxy resin components are capable of being mixed at lower than ambient temperatures in the event that the components are stored outdoors. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 95 Do not place HFST within 72 hours of a rain event, and when rain is forecast within 24 hours of application. When there is a 40% or greater chance of rain forecasted within 24 hours of application the Contractor will discuss a plan of action as required by 5-06.2(4), Quality Control (QC) Plan. Do not place the high friction surface treatment if the material can’t be applied, cured and open to traffic prior to the ambient temperature decreasing to 40ºF, surface temperature decreasing to 50ºF and/or it begins to rain; or the contractor will remove and replace said section of treatment. There shall be no visible, or near surface moisture present in or on the pavement surface at the time of application of the HFST. A plastic sheet left taped in place for a minimum of two hours, according to ASTM D 4263, shall be used to identify moisture in the pavement. (b) Handling of Mate–ials - Deliver aggregate to the construction site in clearly labeled bags or sacks that are uniquely identifiable and shall include the following: manufactures batch #, lot # and date. Protect materials from moisture and contaminants. Protect the epoxy resin binder materials from temperatures according to the manufacturer’s requirements. Pre-Placement Me–ting - Five (5) working days prior to the Contractor beginning the work, a pre-activity meeting will be held between the Contractor, resin binder system manufa’turer's representative, the Engineer and such other interested parties as may be invited. The purpose of the pre-activity meeting wil (c) l be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To establish working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. 5-11.3(3)B Surface Preparation: Prior to placement of the HFST remove, or protect as shown all reflective markers, durable pavement markings, and legends from pavement surfaces by hydro, sand or shot blasting. Cover or otherwise protect all drainage structures, utility covers, expansion joints, curbs, and any other structure within the enclosed surface area of HFST prior to HFST placement. Temporarily block all drains and catch basins while preparing the surface and placing the HFST. Do not allow any sawing, sandblasting, shot-blasting, sweeping, water blasting, cleaning, flushing, or HFST material to enter drains, or catch basins. The surface to receive the HFST shall be thoroughly clean, dry and free of all dust, oil, debris and other deleterious materials. Pavement surfaces contaminated with oils, greases, or other deleterious materials not removed by the surface preparation shall be washed with a detergent solution, rinsed with clean water, and dried using a hot compressed air lance. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 96 Where HFST will be applied on either new ACP or new concrete surface or patches in a project, construct the HFST a minimum of 30 days after placement of underlying and adjacent pavement. Clean asphalt pavement surfaces using mechanical sweepers and high pressure air wash with sufficient oil traps. Mechanically sweep all surfaces to remove dirt, loose aggregate, debris, and deleterious material. Vacuum sweep or air wash using a minimum of 180 cfm of clean and dry compressed air, all surfaces to remove all dust, debris, and deleterious material. Maintain the tip of the air lance within 12 inches of the surface. Clean concrete pavement surfaces by shot blasting and vacuum sweeping. Shot blast all surfaces to remove all curing compounds, loosely bonded mortar, surface carbonation, and deleterious material. The prepared surface shall comply with the International Concrete Repair Institute (ICRI) standard for surface roughness CSP 5. After shot blasting, vacuum sweep or air wash, with a minimum of 180 cfm of clean and dry compressed air, all surfaces to remove all dust, debris, and deleterious material. Maintain air lance perpendicular to the surface and the tip of the air lance within 12 in. of the surface. Do not allow HFST materials to cover or penetrate joints in concrete pavements. Clean and fill all cracks greater than ¼ inch in width and/or depth. Fill cracks with a slurry created with the epoxy resin binder and aggregate specified herein. Once the slurry in the pretreated areas has gelled proceed with the installation of the high friction surface treatment. Do not allow general traffic on the prepared pavement surfaces. A prime coat shall be applied if required by the epoxy resin binder system manufacturer. The prime coat shall be applied in accordance with the epoxy resin binder system manufa’turer's recommended application procedures. Do not place HFST on new ACP or concrete pavements prior to the elapse of a 30 calendar day cure period. 5-11.3(3)C Installation The binder resin system shall be mixed and placed onto the pavement using a Truck Mounted Application Machine at a uniform application thickness of 50-65 mils (25-32 sf /gal). If recommended by the Binder manufacturer, use a heated metering pump. The binder resin system shall be blended and mixed within 2% of the ratio recommended by the manufacturer and shall be continuously applied once blended. Flow meter readings shall be recorded and supplied to the Engineer. Immediately and prior to the epoxy resin system gelling, apply the calcined bauxite aggregate using the same integrated application truck and at a uniform rate of 12-15 lbs. per square yard. Completely cover the Binder Resin System with the aggregate to achieve a uniform surface with no exposed resin binder visible on the surface. It is the responsibility of the HFST installer to ensure full embedment of the calcined bauxite aggregate. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 97 Irregular areas or areas outside the travel lane of less than 250 square yards in area that are inaccessible to truck mounted application machine may be placed by hand methods in accordance with the epoxy resin binder system manufa’turer's recommendations. Cover wet spots with the aggregate prior to the gelling of the epoxy resin binder system. Equipment and traffic shall not be allowed on the HFST until cured to the epoxy resin binder system manufacturer’s recommendations. A new continuous section of HFST placement shall be delineated whenever the following occur: • Installation process stops for a period of time exceeding the curing time of the resin binder, resulting in a cold joint in the HFST. Any time there is a change in the installation process, such as a switch from machine applied to hand applied or hand applied to machine ap • plied Place the calcined bauxite fully covering the polymer binder such that none of the binder is exposed. Do not allow the mixed material to separate, cure, dry, be exposed or otherwise harden in such a way as to impair retention and bonding of the high friction surfacing aggregate. Remove and replace any section of wet, uncured resin that is contacted by foreign material or becomes contaminated at the contractor’s expense. Recovered, uncontaminated, clean and dry calcined bauxite aggregate may only be reused once. Recovered aggregate must be blended with new aggregate at a rate of 3:1 (three parts of new calcined bauxite to one part recovered bauxite). Provide a written record of the recovered aggregate and mark containers holding the recovered aggregate as “Recovered Calcined Bauxite” with the project number. 5-11.3(3)D Clean up Remove excess and loose aggregate from the traveled way and shoulders using the Regenerative Air Sweeper following initial installation once the application has cured. Sweep an application of HFST on highway ramps a second time 24-48 hours after application. Sweep the entire HFST application area a final time 3-5 days after installation and as directed by the Engineer. 5-11.3(3) E- Post-installation Dynamic Friction Testing The agency will use Dynamic Friction Testing (DFT) to measure the friction characteristics of the high friction surface treatment in accordance with ASTM E 1911 within five days after the placement (once the surface is deemed cured) of each continuous section and again 90 days after the initial test of each continuous section. The initial test of the surface may be conducted as early as the same day and as late as the 5th day. The earliest the Agency may conduct the second round of testing on each continuous section shall be a minimum of 90 days after the installation. A minimum DFT result of 0.90 is required within 5 days after placement of the high friction surface treatment and a minimum of 0.80 is required 90 days after completion of the high friction surface treatment for each reading. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 98 a) The DFT testing will be conducted on each continuous section as stated below. The first test location should be within the first 25 LF of the continuous section, and the second test should be at least 200 LF beyond the first test, unless the continuous section is less than 225 LF, in which case it should be located at the approximate midpoint of the continuous section. Each subsequent test should be conducted 200 LF beyond the last test for each continuous section. If the first four DFT testing results are satisfactory, the frequency of testing may be decreased to one DFT test for every 1000 LF as approved by the Engi b) neer. Each test location shall contain 3 separate tests. Each test shall report the DFT values for 12, 24, and 36 c) mph. Testing will be conducted in right or left wheel path of a lane, approximately 3 LF from the centerline or shoulder stripe or in the apparent wheel d) path. Additional DFT tests will be conducted at the location of any surface anomalies or deficiencies, at the discretion of the Engineer. Anomalies which may require an additional test from the agency include but are not limite e) d to: 1) Locations where the resin shows through the aggregate. Locations of surface defects/impressions from construction operations (e.g. wheel and foot tra 2) cks). Locations of manual patching after completion of installa 3) tion. Test locations where the friction values are as described in item (g) b 4) elow. f) Note the location of any continuous sections where any friction values fall below the specification limit of 0.90 at 35 mph. Note any continuous sections where the friction values from the two DFT tests differ by more than 10 percent, regardless of whether the friction value was above the DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 99 specification limit. Note any continuous sections with a single DFT test where the friction value differs by more than 10 percent from the previous continuous sec g) tion. 5-11.3(3)F Post-installation Bond Strength Test Before opening to traffic, perform a minimum of two bond strength tests and no less than two bond tests per 500 feet of each HFST placement per ASTM D 7234 for each complete placement in the presence of and at locations designated by the Engineer. Cut 2 or 3 inch diameter cores and conduct bond tests on the cores. The bond tests consist of: • Coring through the HFST and approximately 1 inch into the existing pavement surface. • Attaching a device to the top of the core. • Exerting a tensile load to the core sufficient to cause failure or achieve 250 psi, whichever occurs first. Perform bond tests when the pavement surface temperature is less than 80 °F. A successful test is the failure of the substrate, or 250 psi loading without failure of the HFST- substrate bond. After coring and testing, restore the area voided by the cores by blowing with compressed air and filling with HFST material. Additional bond strength tests may be required by the Engineer. Additional bond strength tests, performed by the Contractor when required by the Engineer that show successful results will be paid in accordance with Section 1-09.6. The Engineer may self-perform bond strength tests, in addition to those performed by the Contractor to the same limits shown above. 5-11.3(4) Maintenance 5-11.3(4)A Correction of Defects Correct all defects in material and work, as directed, at no additional cost to the Agency, according to the following: Remove and replace high friction surface treatment that the Engineer determines has any raveling, delamination, streaking, bond test failure or failure to meet the DFT friction values following initial testing and the testing done after a minimum of 90 days following placement. Ensure the minimum replacement is the full lane width and no less than ten feet long and as approved by the Engineer. Replace with acceptable high friction surface treatment at the Contractor’s expense. Replaced areas will be retested and evaluated according to 5- 06.3(3)E and 5-06.3(3)F for acceptance or further corrective action. DIVISION 5: SURFACE TREATMENTS AND PAVEMENTS Issued February 2023 City of Auburn Engineering Construction Standards Page 100 Any roadway features disturbed by the work or the Contractor’s operations shall be restored in like kind materials and design as directed by the Engineer at no additional cost to the agency. (City Contracts, February 2023, City of Auburn GSP) Supplement this section with these subsections: 5-11.4 Measurement The quantities of high friction surface treatment will be measured on a square yard basis, and will be the sealed surface area, and will be limited to the neat lines and dimensions shown or directed. 5-11.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: “High Friction Surface Treatment”, per Square Yard The unit Contract price per square yard for “High Friction Surface Treatment” shall be full compensation for all costs incurred to carry out the requirements of Section 5-06 including but not limited to furnishing and placing all materials and equipment, labor, testing, retesting, road surface preparation and incidentals necessary to complete the work as specified. Payment for work done under this section will be limited to 90% upon passing 5-day DFT testing and 100% following passing 90 day DFT testing No separate or additional payment will be made for reinstallation and retesting of HFST where the initial installation was determined to be defective. END OF DIVISION 5 DIVISION 6: STRUCTURES Issued February 2023 City of Auburn Engineering Construction Standards Page 101 DIVISION 6 Structures 6-02 Concrete Structures 6-02.1 Description (January 2017 City of Auburn GSP) Supplement this section with the following: This work shall consist of constructing cast-in-place cement concrete walls as shown on the Plans. 6-02.4 Measurement (City Contracts, January 2017 City of Auburn GSP) Supplement this section with the following: “Cement Concrete Wall” shall be measured by the square foot, from the bottom of the concrete footing to the top of the finished wall. 6-02.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Cement Concrete Wall”, Per Square Foot The Unit contract price per square foot for “Cement Concrete Wall” shall be full pay for all labor, tools, equipment and materials required to construct the wall, including all costs for formwork, weep holes, reinforcement and other integral items to the construction and function of the wall structure. 6-07 PAINTING 6-07.1 Description (February 2024 City of Auburn GSP) Supplement this section with the following: This work shall consist of painting and applying painting systems to metal roadway luminaires and metal luminaire parts to downtown decorative lighting and traffic signals. 6-07.2 Materials (January 2018 City of Auburn GSP) Supplement this section with the following: Paint materials shall comply with the requirements in Section 9-08 unless described in this section. DIVISION 6: STRUCTURES Issued February 2023 City of Auburn Engineering Construction Standards Page 102 The Contractor shall submit 3 samples of the color specified, textures, and gloss for approval. Metal coupon samples shall be 3 inches by 5 inches. Paint color and paint system shall be as shown in the following table for the following items: Specification Section Item Paint Color Paint system 9-29.6(1)A New Decorative Traffic Signal Poles and Mast arms, Luminaire Arms RAL #9004 “Signal Black” Polyester TGIC Powder Coating by Tiger Drylac (or approved alternate)) 9-29.10(2) New Decorative Roadway Luminaires RAL #9004 “Signal Black” Polyester TGIC Powder Coating by Tiger Drylac (or approved alternate) All steel hardware components and materials shall be galvanized to meet ASTM 153 requirements. 6-07.3(10)H Paint System (January 2018 City of Auburn GSP) Delete this section and replace it with the following: The paint system applied to new steel surfaces shall consist of the following five-coat system: Primer Stripe Coat: Section 9-08.1(2)F Primer Coat: Section 9-08.1(2)F Intermediate Stripe Coat: Section 9-08.1(2)G Intermediate Coat: Section 9-08.1(2)G Top Coat: Section 9-08.1(2)H The powder coat system shall be factory primed and powder coat to a minimum of 3.0-mils in accordance to the manufacturer’s recommendation and shall meet the following performance requirements when performed at a minimum film thickness of 3.0 mils: Property Specification Performance Requirement Salt Spray Resistance ASTM B117 Minimum required by the Specification Humidity Resistance ASTM D2247 Minimum required by the Specification Weatherability ASTM 336 Minimum required by the Specification DIVISION 6: STRUCTURES Issued February 2023 City of Auburn Engineering Construction Standards Page 103 Chemical and Solvent Resistance - Polyester family of powder coatings shall have a good resistance to most chemicals and solvents except alkalis and ketones. Verification should be made for each chemical or solvent proposed for use with the coating. The paint system shall be approved for exterior application and UV-resistant. Surface finish shall be of consistent and uniform color, texture, and gloss to match the approved sample. 6-07.3(10)I Paint Color (January 2018 City of Auburn GSP) Supplement this section with the following: Surface finish shall be of consistent and uniform color, texture, and gloss to match the approved sample. Prepare surfaces and touch-up damaged, missed and discolored areas to bring coating system to full dry film thickness, in color and gloss matching that of adjacent coated areas. (January 2018 City of Auburn GSP) Add the following new section: 6-07.3(15) Painting of Aluminum Surfaces All aluminum items specified herein to be powder coated shall be factory primed and powder coated in accordance with the manufacturer’s recommendations. The paint color of aluminum surfaces shall be per 6-07.2 6-07.5 Payment (City Contracts, January 2018 City of Auburn GSP) Supplement this section with the following: Measurement and payment for all painting and finishes shall be included in the lump sum bid item price for “Traffic Signal System______” including all labor, equipment, materials and tools necessary to complete the work required by the Specifications. END OF DIVISION 6 DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 104 DIVISION 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains and Conduits 7-01 Drains 7-01.2 Materials (August 2016 City of Auburn GSP) Replace the first two paragraphs after the list of materials with the following: Non-perforated drainpipe shall be manufactured of polyvinyl chloride (PVC) and shall meet the requirements of Section 9-05.12 and perforated drain pipe shall be manufactured of PVC and meet the requirements of Section 9-05.2(6). Trench drains shall be Polydrain Part No. 420 with stainless steel grates Polydrain Part No. 440 or approved equivalent placed on cement concrete Class 4000 per Section 6-02 (Concrete Structures). 7-01.3 Construction Requirements (January 2018 City of Auburn GSP) Supplement this section with the following: PVC drain pipe shall be used to connect existing roof drains and downspouts to the roadway drainage system. The amount of pipe shown in the proposal is approximate and provided for bidding purposes only. The trench drain shall be installed per the manufacturer’s recommendations and shall be flush with the cement concrete surface to provide the proper surface drainage control. The trench drain shall be connected to the nearest catch basin with drain pipe as shown on the Plans. 7-01.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Trench Drain”, Per Linear Foot (City Contracts, August 2016, City of Auburn GSP) Revise reference to payment for Drain Pipe to the following: The unit contract price for “Drain Pipe - ___In. Diam.” Per linear foot shall be full pay for all work to complete the installation, including structure excavation and installation of bedding and backfill. The unit contract price for “Trench Drain” per linear foot shall be full pay for all work to complete the installation, including structure excavation and installation of bedding and backfill. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 105 7-04 Storm Sewers 7-04.2 Materials (October 2021 City of Auburn GSP) Replace the first paragraph and list of materials with the following: Only the pipe materials listed below are approved for use on City storm sewer systems. Materials shall be in accordance with all provisions of the following sections: Solid Wall Polyvinyl Chloride (PVC) Pipe, SDR-35 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) Pipe, SDR-21 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) Pipe, C900 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Ductile Iron Pipe, Special Class 50 9-05.13 (Ductile Iron Sewer Pipe) High Density Polyethylene Pipe (HDPE) 9-05.23 (High Density Polyethylene Pipe (HDPE)) Triple Wall Polypropylene Culvert and Storm Sewer Pipe 9-05.24(1) (Polypropylene Culvert Pipe and Storm Sewer Pipe) The laying length for PVC (SDR-35) shall not exceed 14 feet. 7-04.3 Construction Requirements 7-04.3(1)F Low Pressure Air Test for Storm Sewers Constructed of Non Air- Permeable Materials (January 2017 City of Auburn GSP) Supplement this section with the following: If the test shows zero leakage after a five-minute test time, the Engineer has the authority to accept and end the test immediately. (January 2017 City of Auburn GSP) Add the following new section: 7-04.3(1)G Television Inspection All of the provisions of 7-17.3(2)H (Television Inspection) shall apply. 7-04.4 Measurement (City Contracts, January 2017 City of Auburn GSP) Supplement this section with the following: The television inspection work will be measured per linear foot. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 106 7-04.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Solid Wall PVC Storm Pipe, SDR-35, ___ In. Diam.”, Per Linear Foot “Solid Wall PVC Storm Pipe, SDR-21, ___ In. Diam.”, Per Linear Foot “Ductile Iron Pipe, Special Class 52, Storm Pipe, ___ In. Diam.”, Per Linear Foot “Storm Sewer Television Inspection”, Per Linear Foot The unit contract price per linear foot for “Storm Sewer Television Inspection” shall be full pay for all work to complete the Television Inspection including all associated cleaning and flushing. (City Contracts, October 2021 City of Auburn GSP) Revise references to payment for storm sewer pipe to the following: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the installation including the following: • Furnishing and installing pipe, pipe fittings, and other pipe appurtenances. • Adjusting inverts to manholes and catch basins • Testing of pipes • Sawcutting (including additional sawcutting for pavement restoration) • Trenching • Structure Excavation Class B (including haul) • Installing bedding and backfill materials within the trench • Furnishing and installing temporary patches or steel plates over unfinished portions of trenches crossing traveled ways • Disposal of surplus trench excavation • General pipe installation work including plugs and connections • Plugging existing pipes for abandonment • Temporary plugs, bypass pumping, or both • Normal Dewatering and disposal of groundwater 7-05 Manholes, Inlets, Catch Basins, and Drywells 7-05.2 Materials (November 2020 City of Auburn GSP) Supplement this section with the following: Manholes shall be complete with frames and covers. All manhole frames and covers shall be bolt-down and from East Jordan Iron Works: EJ product #00370781 (Eon #3715ZPT Frame and #3705CPT Cover) for Sanitary Sewer and EJ product #00370782 (Eon #3717ZPT DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 107 Frame and #3705CPT Cover) for Storm Drainage, or approved equivalent. Catch Basins shall be complete with frames and grates unless otherwise specified on the Plans to be provided with solid metal covers or manhole frames and covers. Castings for manhole frames shall be gray iron or ductile iron and covers and grates shall be ductile iron. All storm sewer grates shall have the words “OUTFALL TO STREAMS, DUMP NO POLLUTANTS” cast in place. Manhole and catch basin steps and handholds shall be steel-reinforced copolymer polypropylene (ASTM D4101) with ½ inch steel reinforcing bar (ASTM A615 Grade 60) and in conformance with ASTM C478. The fabricator of all precast sanitary manholes shall seal them with Tamoseal Cement Based Waterproof Finish or approved equivalent applied to all interior and exterior surfaces in accordance with the manufacturer’s recommendations. The Contractor shall have adequate product on hand to seal any field modifications to sanitary sewer manholes. (August 2016 City of Auburn GSP) Add the following new section: 7-05.2(1) Trash Racks Trash racks shall be constructed in accordance with Section 6-02 (Concrete Structures), 6-03 (Steel Structures), and as detailed in the Plans. 7-05.3 Construction Requirements (January 2017 City of Auburn GSP) Supplement this section with the following: All pipes entering or leaving new or existing manholes, catch basins or inlets shall be placed on firmly compacted bedding, particularly within the area of the manhole excavation, which normally is deeper than that of the pipe trench. Special care shall be taken to see that the openings through which pipes or adapters penetrate the manhole are completely and firmly rammed full of non-shrink grout to ensure water tightness. Manhole adapters shall be provided when connecting PVC or Polyethylene pipes to any new or existing manholes, catch basins or inlets. All manhole adapters for PVC and Polyethylene pipe shall be of a style as required and manufactured for the specific application with sufficient tangent at the ends to allow for proper joint connections. Field fabricated manhole adapters will not be permitted. All manhole adapters must have approval from the Engineer in writing before being installed. See Section 2-09.3(3)D (Shoring and Cofferdams) for “Shoring or Extra Excavation Class B” and Section 7-08 (General Pipe Installation Requirements) for foundation material and imported bedding and backfill materials. 7-05.3(1) Adjusting Manholes & Catch Basins to Grade (November 2020 City of Auburn GSP) Supplement this section with the following: Manholes or catch basins shall not be adjusted to finish grade until the asphalt paving is completed, at which time the center of each structure shall be carefully relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and the base material removed to permit removal of the frame or ring. The structure shall be adjusted to finish grade. Temporary access to manholes and catch basins shall be provided as soon as practical after paving. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 108 The frame or ring shall be placed on concrete blocks and/or wedged up to the desired grade. When the Contract Plans call for rubberized adjustment risers, they shall be the Infra- Riser manufactured by EJCO, or approved equivalent. The asphalt concrete pavement shall be cut and removed, the dimensions of which shall be equal to the inside dimensions of the opening plus 2 feet. The base materials and crushed rock shall be removed and Class 3000 cement concrete shall be placed so that the entire volume of the excavation is replaced to within, but not to exceed 6 inches of the finished pavement surface. A quick setting admixture shall be added to the cement concrete backfill. Once manholes or catch basins have been adjusted to finished grade and the cement concrete backfill has cured (the day following placing the cement concrete), HMA Class ½-inch shall be placed and compacted with hand tampers and a patching roller within 48 hours. 7-05.3(3) Connections to Existing Manholes (January 2017 City of Auburn GSP) Supplement this section with the following: Where shown in the Plans, new storm drain lines shall be extended to connect to an existing manhole. The pipe extension shall be the same diameter as the existing pipe. Dissimilar pipes shall be joined per Section 7-08.3(2)G (Jointing of Dissimilar Pipe) of these Special Provisions. (August 2016 City of Auburn GSP) Add the following new section: 7-05.3(5) Channels for Manholes Channels for manholes shall be made to conform accurately to the sewer grade, and shall be brought together smoothly with well-rounded junctions. Channel sides shall be carried up vertically to the crown elevation of the various pipes, and the concrete shelf between channels shall be smoothly finished and warped evenly with slopes to drain towards the manhole outflow. Channels for manholes shall be constructed with non-shrinking mortar. Mortar shall be composed of approximately one part Type II Portland Cement, 1½ to 2 parts sand, and 2 to 3 fluid ounces of water-reducing retarder per sack of cement. Sand, cement, and water shall be as specified for concrete. Water-reducing retarder shall meet ASTM C494 specification for chemical admixture for concrete. (August 2016 City of Auburn GSP) Add the following new section: 7-05.3(6) New Castings Where new castings are indicated to be installed on existing structures in the Plans, the Contractor shall furnish and install new castings of the type specified. Casting shall include frame and grate, or ring and cover and new adjustment section(s) as necessary to set the casting to final grade. Install to the finished grade as shown. Salvaged castings shall be cleaned and delivered to the City of Auburn as specified in Section 2-02.3(5) (Salvage). DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 109 7-05.4 Measurement (City Contracts, August 2016 City of Auburn GSP) Replace the first paragraph with the following: Manholes, catch basins, and other structures listed in this section will be measured per each complete structure installed without adjustment for height. (City Contracts, April 2019 City of Auburn GSP) Replace the third paragraph with the following: No measurement will be made for adjustment of new structures. Adjustment of existing manholes and catch basins will be measured per each. (City Contracts, August 2016 City of Auburn GSP) Replace the fourth paragraph with the following: No measurement for structure excavation class B or structure excavation class B including haul will be made. 7-05.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made in accordance with Section 1-04.1 (Intent of the Contract) for the following bid items: “Manhole Ring and Solid Cover”, Per Each “Trash Rack”, Per Each “Connect to Existing Catch Basin”, Per Each “Connect to Existing Manhole”, Per Each The unit contract prices per each for “Connect to Existing Catch Basin” and “Connect to Existing Manhole” shall be full pay for all work to complete the connection including all materials, labor, and equipment to extend the new pipe and connect to the existing structure. The unit contract price per each for “Manhole Ring and Solid Cover” shall be full pay for all work, equipment and materials necessary to remove the existing manhole ring and cover and furnish and install a new manhole ring and cover, and to complete final adjustment to finish grade (including asphalt concrete patches). (City Contracts, August 2022 City of Auburn GSP) Revise references to payment for manholes, catch basins, and other structures listed in this section to the following: The unit contract price per each for manholes, catch basins, and other structures listed in this section shall be full pay for all work to complete the installation including the following: • Furnishing and installing structures, and structure accessories • Testing of structures DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 110 • Sawcutting (including additional sawcutting for pavement restoration) • Trenching • Structure Excavation Class B (including haul). • Installing bedding and backfill materials • Furnishing and installing temporary patches or steel plates over unfinished portions of trenches crossing traveled ways • Disposal of surplus excavation • General structure installation work • Plugging existing pipes for abandonment • Extending existing pipes for making connections • Connecting both new and existing pipes to the new drainage structure • Temporary plugs, bypass pumping, or both • Normal Dewatering and disposal of groundwater • Protection of the structures during other work including construction of the roadway subgrade. • Adjustment of the castings to final grade, including the castings and the surface restoration (including HMA pavement patching) 7-07 Cleaning Existing Drainage Structures 7-07.5 Payment (City Contracts, November 2019 City of Auburn GSP) Delete this section and replace it with the following: Costs for the cleaning of facilities installed by the Contractor are included in the costs for those facilities and no separate payment for cleaning those facilities shall be made. Costs for cleaning existing facilities that accumulate debris, obstruction due to the Contractor’s activities or due to inadequate temporary erosion and sedimentation control measures are the sole responsibility of the Contractor and no payment shall be made. 7-08 General Pipe Installation Requirements 7-08.1 Description (January 2017 City of Auburn GSP) Delete this section and replace it with the following: This information shall cover the general requirements for installing culverts, storm sewers, sanitary sewers, and water mains. The Contractor shall also follow all provisions of Sections 7-02 (Culverts), 7-04 (Storm Sewers), 7-09 (Water Mains), 7-17 (Sanitary Sewers), and 1-07.23 (Public Convenience and Safety) as it applies to the specific kind of work. In case of conflicting specifications between Section 7-08 and 7-09, the specifications of Section 7-09 shall take precedence for the installation of water mains and appurtenances. 7-08.2 Materials (January 2018 City of Auburn GSP) Delete this section and replace it with the following: DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 111 Imported bedding, backfill and foundation material shall meet the requirements of the following sections: Pipe Zone Bedding and Select Trench Backfill 9-03.9(3) (Crushed Surfacing) Pipe Foundation Material 9-03.10 (Aggregate for Gravel base) Imported Pipe Trench Backfill 9-03.14(1) (Gravel Borrow) Controlled Density Fill for Trench Backfill 2-09.3(1)E (Backfilling) 7-08.3 Construction Requirements 7-08.3(1) Excavation and Preparation of Trench 7-08.3(1)A Trenches (April 2017 City of Auburn GSP) The second sentence of the third paragraph is deleted. (January 2018 City of Auburn GSP) The first sentence of the eighth paragraph is deleted and replaced with the following: If any of the excavated (also referred to as native) material meets the specifications of material listed in Section 7-08.2 (Materials), the Engineer may require that native material, in the quantity required, be selectively removed, stockpiled separately, and used as pipe zone bedding, foundation material, or trench backfill instead of the quantities of pipe zone bedding, foundation material, or trench backfill respectively. 7-08.3(1)B Shoring (January 2017 City of Auburn GSP) Supplement this section with the following: Shoring shall meet the requirements of Section 2-09.3(3)D (Shoring and Cofferdams), the Occupational Safety and Health Act (OSHA), and the Washington Industrial Safety and Health Act of 1973 (WISHA), Chapter 296-155 WAC, and RCW Chapter 49.17, shall apply to all excavation, trenching and ditching operations on this project. All trenches four (4) feet and over in depth shall be shored in compliance with applicable Federal and State regulations. Extra Excavation Class B will be allowed only with the approval of the Engineer. 7-08.3(2)B Pipe Laying – General (January 2017 City of Auburn GSP) Supplement this section with the following: The Contractor shall use neat, vertical full-depth saw cuts for trenching through existing asphalt or cement concrete pavement surfaced areas. All pipe shall be neatly cut using an approved mechanical cutter without causing damage to the pipe. 7-08.3(2)G Jointing of Dissimilar Pipe (January 2017 City of Auburn GSP) DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 112 Supplement this section with the following: Where new pipe is connected to existing pipe, the Contractor shall verify the type of existing pipe and join pipes with a pipe adapter specifically manufactured for joining the pipes involved. (August 2016 City of Auburn GSP) Add the following new section: 7-08.3(2)J Joining High Density Polyethylene Pipe (HDPE) Pipe Sections of HDPE shall be joined into continuous lengths on the job site above ground. The joining shall be the butt fusion method and shall be performed in strict accordance with the pipe manufacturer’s recommendations. The butt fusion equipment used in the joining procedures shall be capable of meeting all conditions recommended by the pipe manufacturer, including but not limited to, temperature requirements of 400 degrees F, alignment, and 75 psi interfacial fusion pressure. (August 2016 City of Auburn GSP) Add the following new section: 7-08.3(2)K Packaging, Handling, Storage High Density Polyethylene Pipe (HDPE) Pipe The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to insure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer’s recommendations. The handling of the pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed. The undamaged portions of the pipe shall be rejoined using butt fusion joining method. Fused segments of pipe shall be handled so as to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers must be avoided. Nylon slings are preferred. Spreader bars are recommended when lifting long fused sections. Care must be exercised to avoid cutting or gouging the pipe. (August 2016 City of Auburn GSP) Add the following new section: 7-08.3(2)L Dewatering Trenches Where water is encountered in the trench, it shall be removed during pipe-laying operations and the trench so maintained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe. Trench water or other deleterious materials shall not be allowed to enter the pipe at any time. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 113 “Normal Trench Dewatering” is defined as dewatering methods occurring in, or directly adjacent to, the trench, including trash pumps, sump pumps, or other methods in the excavated areas. “Normal Trench Dewatering” does not include a dewatering system such as well points, well screens, or deep wells. All “Normal Trench Dewatering” work associated with maintaining a trench suitable for pipeline construction will be included in the cost of the pipes or other facilities being installed. Where groundwater cannot be removed using “Normal Trench Dewatering” methods, the Contractor shall provide a dewatering system that will be used to lower the water table 2 feet below the depth of excavation. See Section 8-05 (Dewatering System) for dewatering system requirements. The dewatering plan must be received 10 calendar days prior to dewatering operations and approved by the Engineer before underground utility installation begins. 7-08.3(3) Backfilling (January 2017 City of Auburn GSP) Supplement this section with the following: The Engineer may require “Controlled Density Fill” where uniform compaction around other utilities, foundations or other fixed objects is not possible. 7-08.3(4) Plugging Existing Pipe (January 2018 City of Auburn GSP) Delete this section and replace it with the following: All existing sanitary sewer, storm, and drain pipes shown on the Plans to be abandoned and plugged, shall be plugged on the inlet and outlet ends for a distance of three times the diameter with Class 3000 cement concrete. Care shall be used in placing the concrete in the pipe to ensure that the openings are completely filled and thoroughly plugged. All existing water pipes shown on the Plans to be abandoned and plugged, shall be plugged on the ends with Mechanical Joint plugs. All existing sanitary sewer, storm, and water pipes shown on the Plans to be abandoned and filled, shall be filled with concrete that has a compressive strength of 1,500 psi or less for the entire length of pipe specified. The Contractor shall seal abandoned or filled pipe connections at manholes or catch basins with Class 3000 cement concrete and grout to provide a smooth, watertight seal. (November 2019 City of Auburn GSP) Add the following new section: 7-08.3(5) Pipe Trench Restoration Trenches excavated as part of a new street construction shall be completed to subgrade before placing surfacing materials and sidewalks. Final restoration will be completed with the street surfacing. In existing streets, sidewalks and other native or landscaped areas, the restoration shall be to a minimum of the existing adjacent surfaces. Asphalt and cement concrete pavement, sidewalks, etc., shall be replaced upon a firm unyielding base to match existing DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 114 surface thickness. Unless otherwise shown on the plans, the minimum asphalt concrete pavement replacement section shall be 2 inches thick. 7-08.4 Measurement (City Contracts, January 2017 City of Auburn GSP) Supplement this section with the following: Measurement for “Imported Pipe Trench Backfill”, “Select Pipe Trench Backfill”, “Pipe Zone Bedding” and “Pipe Foundation Material” will be by the ton. “Controlled Density Fill (CDF) for Trench Backfill” and “Controlled Density Fill (CDF) for Filling Pipe” will be measured by the cubic yard. 7-08.5 Payment (City Contracts, April 2017 City of Auburn GSP) Delete this section and replace it with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Pipe Foundation Material”, Per Ton “Pipe Zone Bedding”, Per Ton “Select Pipe Trench Backfill”, Per Ton “Imported Pipe Trench Backfill”, Per Ton “Controlled Density Fill (CDF) for Trench Backfill”, Per Cubic Yard “Controlled Density Fill (CDF) for Filling Pipe”, Per Cubic Yard The unit contract price for “Pipe Foundation Material”, “Pipe Zone Bedding”, “Select Pipe Trench Backfill,” “Imported Pipe Trench Backfill”, “Controlled Density Fill (CDF) for Trench Backfill” shall include all costs associated furnishing the material and all costs associated with the over-excavation and disposal of the surplus and unsuitable trench excavation replaced by these items. The unit contract price for “Controlled Density Fill (CDF) for Filling Pipe” shall include all costs associated with furnishing and placing the material, including labor and equipment. All costs associated with trenching, installing bedding and backfill materials within a trench, disposal of surplus trench excavation, general pipe installation work including “Normal Trench Dewatering,” plugs and connections, and plugging existing pipes for abandonment shall be included in the unit contract price for the type and size of pipe installed. “Structure Excavation Class B” and “Structure Excavation Class B Including Haul” for pipe trenching in accordance with all provisions of Section 2-09 (Structure Excavation) shall be included in the unit contract price for the type and size of pipe installed. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 115 Payment for pipe trench restoration will be made under the applicable items listed in the Proposal Form. If no pay items for the materials required for the trench restoration are included in the bid proposal, pipe trench restoration shall be included in the unit contract price for the type and size of pipe installed. 7-09 Water Mains 7-09.1 Description (January 2017 City of Auburn GSP) Supplement this section with the following: The Contractor shall also follow the requirements of Section 7-08 (General Pipe Installation Requirements). In case of conflicting specifications between Section 7-08 and 7- 09, the specifications of Section 7-09 shall take precedence for the installation of water mains and appurtenances. 7-09.2 Materials (January 2018 City of Auburn GSP) Delete ‘Aggregates’ and the reference sections pertaining to Foundation Material, Gravel Backfill for Pipe Zone Bedding, Pipe Zone Bedding, and Trench backfill, from the list in the first paragraph. Supplement this section with the following: Ductile Iron Pipe per Section 9-30.1(1) with Ductile Iron Fittings per Section 9-30.2(1) shall be the only pipe and fitting materials allowed for water systems owned by the City of Auburn. 7-09.3(10) Backfilling Trenches (January 2017 City of Auburn GSP) Supplement this section with the following: Water mains shall be installed with 42-inch minimum finished pipe cover, unless the Engineer determines less cover is adequate where existing facilities, not to be relocated, might interfere with the pipe laying operation. 7-09.3(13) Handling of Pipe (January 2017 City of Auburn GSP) Supplement this section with the following: Strict adherence to the requirements preventing debris from entering the pipe will be required, including plugging of pipe during transport, storage, and placement. If, in the opinion of the Engineer, any pipe or fitting has been installed with dirt, foreign material, or diesel residue in it, it shall be removed, cleaned, and re-laid at Contractor expense. 7-09.3(19) Connections 7-09.3(19)A Connections to Existing Mains (January 2017 City of Auburn GSP) DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 116 Supplement this section with the following: The Contractor shall field verify all existing piping, dimensions, and elevations to ensure proper fit prior to any connections being made to existing mains. 7-09.3(19)B Maintaining Service (January 2017 City of Auburn GSP) Supplement this section with the following: Water main shut-offs shall be in accordance with Section 1-07.17(1) (Disruption to City Water Services). 7-09.3(21) Concrete Thrust Blocking (January 2018 City of Auburn GSP) Supplement this section with the following: Where trench conditions are such that thrust restraint is not accomplishable with concrete, the Contractor shall provide restrained joints in accordance with Section 9-30.2(6) (Restrained Joints) to replace or supplement concrete blocking or anchors. Supplement and replacement restrained joints shall be provided as recommended by the manufacturer and approved by the Engineer. 7-09.3(23) Hydrostatic Pressure Test (January 2017 City of Auburn GSP) Supplement this section with the following: Add the following sentence at the beginning of the first paragraph: Hydrostatic tests shall be made on all new pipeline in accordance with the applicable portions of this Standard Specification and ANSI/AWWA C600, except as modified in this document. Add the following sentence between the first and second sentence of the first paragraph: Test pressures shall not exceed the rated pressure of the valves when the pressure boundary of the test section includes closed, resilient-seated gate valves or butterfly valves. Add the following sentence at the end of the second paragraph: Sections of pipe between valves shall be pressure tested immediately upon completion of each section. Each section shall be immediately backfilled upon the Engineer approving the hydrostatic pressure test results. 7-09.3(24) Disinfection of Water Mains (December 2021 City of Auburn GSP) Supplement this section with the following: The City will take bacteriological test samples. If no appropriate appurtenance is available, the Contractor may be required to install corporation stops in the main at all locations required to take bacteriological test samples. If original test samples prove unsatisfactory, a charge of $100.00 will be made for processing each additional sample. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 117 7-09.3(24)J Preventing Reverse Flow (November 2019 City of Auburn GSP) Supplement this section with the following: Prior to beginning the water main installation, the Contractor shall prepare a Prevention of Reverse Flow Plan per Section 1-06 (Control of Material), showing the intended method, in detail, which will be incorporated to insure the prevention of reverse flows from entering the existing distribution system. The plan shall meet the requirement of WAC 246- 902-490. The Contractor shall consider this plan as a submittal, and submit it per the specifications in Section 9-38 (Submittal Approval). The Engineer must approve this plan prior to the Contractor starting work on the water main. 7-09.3(24)N Final Flushing and Testing (January 2017 City of Auburn GSP) Supplement this section with the following: Accomplish line flushing in accordance with the latest provisions of AWWA C601. Flush all dead end mains with a temporary blow off. The Contractor is responsible for disposal of water flushed from the line. An approved bacteriological test is required before connection to the existing system. The City will measure water consumed for flushing. The Contractor shall submit a de-chlorination plan per Section 1-06 (Control of Material) indicating how chlorine concentration and pH adjustment will be achieved per this Section. All costs to submit the plan shall be included in the unit contract price per linear foot of pipe. (July 2021 City of Auburn GSP) Add the following section: 7-09.3(25) Pipe Casing Steel casing pipe shall meet ASTM A-53, having a minimum tensile strength of 60,000 psi and a minimum yield strength of 35,000 psi. Minimum wall thicknesses for casing diameter 14” shall be 0.25”. All joints shall be welded. Provide shop applied polyamide epoxy- coal tar anticorrosive coating on casing exterior conforming to AWWA C210. Minimum coating thickness of 16 mils dry film thickness (DFT), do not exceed manufacturer’s maximum thickness. A ductile iron casing meeting the requirements of water pipe may be used in lieu of steel. The carrier pipe shall be installed with casing spacers as shown on the plans. Spacers shall be designed for center restraint and provide a maximum space of 1-inch between the upper runners and the inside of the steel casing. The spacers shall prevent the pipe bells from touching the inside of the casing. Metal components of casing spacers shall be Type 304 (18-8) 14-gauge (minimum) stainless steel. The liner shall be neoprene rubber or PVC, and the runners shall be polyethylene. Where casing spacers must be custom designed to account for a specific grade of the carrier pipe inside the casing, submittals must be provided which include drawings and dimensions for each of the casing spacers and the respective location of each of the spacers relative to the casing and carrier pipe. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 118 Casing end seals shall be 1/8-inch thick synthetic rubber, pull on type, with stainless steel bands and clamps. 7-09.4 Measurement (City Contracts, January 2017 City of Auburn GSP) Supplement this section with the following: Measurement for payment of “Connect to Existing Water Main” will be per each. (City Contracts, July 2021 City of Auburn GSP) Supplement this section with the following: Cased crossings will be measured by the linear foot of casing installed. 7-09.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Connect to Existing Water Main”, Per Each “2-In. Blowoff Assembly”, Per Each The unit contract price per each for “Connection to Existing Water Main” shall include all costs for furnishing labor, materials, and equipment necessary to cut into the main and make the connection complete in place including verification of existing condition, temporary blocking, capping, temporary blow offs and other items required for testing including all required notifications to water users of disruptions to their service. The unit contract price per each for “2-Inch Blow Off Assembly” shall be full pay for all work to install the blow off assembly, including but not limited to excavating, backfilling, laying and jointing pipe, tapping the main, corporation stop, pipe and fittings, gate valve, meter box, and cover and cleanup. The cost of valve assemblies shall be paid for under separate bid items. Where bolted flanged joint pipe is used on this project, the flange shall be attached to “Special Class 53 D.I. Pipe” and payment will be at the same rate as the unit contract price for “Special Class 52 D.I. Pipe”, unless otherwise specified. (July 2021 City of Auburn GSP) Supplement this section with the following: “Cased Crossing” Per LF The unit contract price per linear foot for “Cased Crossing” shall include all costs for furnishing labor, materials, and equipment necessary to construct a cased crossing in accordance with the detail shown on the Plans, where designated on the Plans or by the Engineer. (City Contracts, October 2021 City of Auburn GSP) DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 119 All references to payment for water pipe is revised to the following: The unit contract price per linear foot for water main pipe listed in this section shall be full pay for all work to complete the installation including the following: • Furnishing and installing pipe, pipe accessories, and other appurtenances. • Sawcutting (including additional sawcutting for pavement restoration) • Trenching • Structure Excavation Class B (including haul). • Installing bedding and backfill materials • Furnishing and installing temporary patches or steel plates over unfinished portions of trenches crossing traveled ways • Disposal of surplus excavation • General pipe installation work • Plugging existing pipes for abandonment • Extending existing pipes for making connections • Preparation and implementation of reverse flow prevention plan • Preparation and implementation of a de-chlorination plan • Normal Dewatering and disposal of groundwater • Disinfection, flushing and testing of pipe • Protection of the pipe during other work including construction of the roadway subgrade. 7-12 Valves for Water Mains 7-12.3 Construction Requirements (January 2018 City of Auburn GSP) Add the following new section: 7-12.3(2) Adjust Valve Boxes The Contractor shall adjust water valve boxes to finish grade as specified in the Plans and in accordance with the applicable City of Auburn Standard Details. Water valve boxes shall be accessible at all times. Valve boxes shall not be adjusted to finish grade until the asphalt paving is completed, at which time, each valve box shall be carefully relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and the base material removed to permit adjustment. The base materials and crushed rock shall be removed and Class 3000 cement concrete shall be placed so that the entire volume of the excavation is replaced to within, but not to exceed 6 inches of the finished pavement surface. A quick setting admixture shall be added to the cement concrete backfill. Once the valve boxes have been adjusted to finished grade and the cement concrete backfill has cured (the day following placing the cement concrete), HMA Class ½-inch shall be placed and compacted with hand tampers and a patching roller within 48 hours. (August 2016 City of Auburn GSP) DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 120 Add the following new section: 7-12.3(3) Combination Air Release/Air Vacuum Valve Assembly “Combination Air Release/Air Vacuum Valve Assembly” shall be constructed at locations shown on the Plans and shall be a minimum of 1 inch diameter in accordance with the applicable City of Auburn Standard Detail(s). (August 2016 City of Auburn GSP) Add the following new section: 7-12.3(4) Valve Wrench Extension Box The Contractor shall furnish and install valve wrench extension boxes where the valve nut will exceed 48 inches below the top of the finished valve box and finish grade, where shown on the Plans, in accordance with the applicable City of Auburn Standard Detail(s) for deep buried valves. 7-12.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Adjust Valve Box”, Per Each The unit contract prices for “Adjust Valve Box” shall be full pay for all work including providing all materials, equipment and labor to lower the structure b120nclude120laning and adjust structures to finish grade after the overlay is complete (including asphalt concrete patches). (January 2017 City of Auburn GSP) The second paragraph is revised to read: The unit contract price per each for the valves specified shall be full pay for all work, equipment, and materials to furnish and install each valve complete in place on the water main, including trenching, jointing, blocking of valve, painting, disinfecting, hydrostatic testing, valve box, valve wrench extension box, marker post, and final adjustment to finish grade (including asphalt concrete patches). 7-14 Hydrants 7-14.3 Construction Requirements (January 2017 City of Auburn GSP) Supplement this section with the following: A type 2BB Blue Raised Pavement Marker(s) is required at each hydrant location. Location of the blue marker shall be 1-foot offset of centerline in the direction of the hydrant at each hydrant location. Hydrants located within 50-feet of the curb face of an intersection shall be marked on both streets. The reflective surfaces of the raised pavement markers shall DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 121 be perpendicular to the flow of traffic. The Raised Pavement Markers shall be installed in accordance with Section 8-09 (Raised Pavement Markers). 7-14.3(1) Setting Hydrants (February 2024 City of Auburn GSP) Delete this section and replace it with the following: Where shown in the Plans, the “Hydrant Assembly” shall be installed perpendicular to the supply main. A 6-inch resilient-wedge gate valve with valve box in accordance with Section 7-12 (Valves for Water Mains) shall be installed on each hydrant supply line. All hydrants shall be inspected upon delivery in the field to ensure proper working order. After installation, fire hydrants, auxiliary gate valves, and other appurtenances thereto shall be subjected to a hydrostatic test and disinfection procedures as specified in Section 7- 09 (Water Mains). After installation each hydrant shall receive 2 field-coats of paint. The first coat shall be Formula B-1-57 iron oxide, and the second coat shall be: For Public Fire Hydrants: Safety Yellow conforming to Sherwin Williams Industrial Enamel B54 Y 37, or approved equivalent. For Private Fire Hydrants: Safety Red conforming to Sherwin Williams Industrial Enamel B54 R 38, or approved equivalent. During the chlorination process for the newly laid pipe, all valves associated with each hydrant assembly shall be operated while the pipeline is filled with the chlorinating agent and under normal operating pressure. Any hydrant not in service shall be identified by covering with a burlap or plastic bag properly secured. 7-14.3(4) Moving Existing Hydrants (January 2018 City of Auburn GSP) Supplement this section with the following: Existing hydrants shall be moved where shown in the Plans. Moving existing hydrants shall include removal of all component parts from the water main to the hydrant. The Contractor shall provide and install the following new components at the new hydrant location shown on the Plans: • Special Class 52 Ductile Iron pipe; • 6 inch tee or tapping tee and gate valve with box; • Restraint system; • Blocking. 7-14.5 Payment (City Contracts, January 2018 City of Auburn GSP) References to payment for “Hydrant Assembly” are revised to the following: The unit contract price per each for “Hydrant Assembly” shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for valves, restrain systems, tees, tie rods, storz adapter, concrete blocks, gravel, painting, type 2BB pavement marker(s), DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 122 connecting to the water main, and all pipe required for the complete installation- of the hydrant assembly. References to payment for “Resetting Existing Hydrant” are revised to the following: The unit contract price per each for “Resetting Existing Hydrant” shall be full pay for all work to reset the existing hydrant, including restrain system, painting, type 2BB pavement marker(s), reconnecting to the main, and all pipe and other materials required. References to payment for “Moving Existing Hydrant” are revised to the following: The unit contract price per each for “Moving Existing Hydrant” shall be full pay for all work to move the existing hydrant, including new hydrant lateral tee, restraint system, painting, 2BB pavement marker(s), connecting to the main, and all pipe and other materials required. References to payment for “Hydrant Extension” are revised to the following: The unit contract price per each for “Extensions” shall be full pay for all work including materials, labor, and equipment required to extend the hydrant vertically. 7-15 Service Connections 7-15.2 Materials (September 2021 City of Auburn GSP) Replace the reference to Service pipe from the list of materials and replace with the following: Service Pipe & Tail Piece 9-30.6(3)A (Copper Tubing), 9-30.6(3)B (Polyethylene Tubing) All water service materials shall be low lead brass CDA89833 or CDA89520, and shall meet ANSI/AWWA C800 and NSF 61 Annex G maximum lead requirements. 7-15.3 Construction Requirements (January 2017 City of Auburn GSP) Supplement this section with the following: Water service connections shall be installed where shown on the drawings in accordance with these documents and the applicable Standard Details. Multiple service connections to the same main must be made with a 2 foot minimum separation at the main and be staggered horizontally, so that adjacent services are at differing elevations along the pipe. Meter box and water meters shall not be placed in locations which are subjected to vehicular traffic (including driveways, etc.) unless approved by the Engineer and a traffic bearing meter box is provided. Tail pieces (that portion of the service line between the meter and the property line) shall be furnished and installed and shall be of the same material and size as the service line. Connection of the tail piece to the service line from the building shall be made with compression couplings or capped as appropriate. Service pipes shall be installed without joints from the water main to the curb valve near or within the meter box. Tailpieces shall also be installed without joints from the water meter outlet to its termination (18 inches minimum beyond the meter but not beyond the right-of-way line). The existing ¾- inch water meter shall be reinstalled to the new meter setter once the new 1-inch service line, DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 123 meter setter, and tailpiece, have been installed and the new meter box has been adjusted to grade. All new materials (service line, meter setter, tailpiece, and meter box) shall be used for water meter relocations. Materials shall match existing size unless otherwise shown on the Plans. When removing existing meters, the Contractor shall protect all automated meter reading equipment including radios, receivers/transmitters, and other equipment. The removed meters/equipment will be stored in such a manner to prevent damage to the equipment. The Contractor will request and complete training from City staff on proper measures and techniques required to protect the equipment prior to removing any equipped meters. 7-15.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Water Service Connection ¾ In. Meter with 1 In. Diam. Service Line”, Per Each “Water Service Connection ___In. Diam.”, Per Each “Dual Water Service Connection Renewal ¾ In. Diam.”, Per Each “Water Service Connection Renewal ____ In. Diam.”, Per Each The unit contract price for each size of “Water Service Connection ¾ In. Meter with 1 In. Diam. Service Line “ shall be per each, in place, and shall be full compensation for all labor, equipment, and materials necessary to furnish and install the new water service including tap and corporation stop, 1-inch service line from the main to the meter, 1-inch to ¾ inch Mueller adaptors, 1 inch curb valve, 1 inch meter yoke with angle check valve and angle valve, traffic bearing meter box and lid, tailpiece, shutoff valve assembly, reconnecting the existing service or capping the end as appropriate, and reconnecting the old meter to the new service line. The City will provide and set ¾ inch meters for new 1 inch diameter service connections. The unit contract price for each size of “Water Service Connection, ____In. Diam.” Shall be per each, in place, and shall be full compensation for all labor, equipment, and materials necessary to furnish and install the new water service including tap and corporation stop, service line from the main to the meter, adaptor, curb valve, meter yoke with angle check valve and angle valve, meter box, tailpiece, and reconnecting the existing service or capping the end as appropriate. The City will provide and set ¾ inch diam. Meters for new 1 inch diam. Service connections. The unit contract price for each size of “Water Service Connection Renewal ___ In, Diam.” Shall be per each, in place, and shall be full compensation for all labor, equipment and materials necessary to renew existing water services, including new service line, from the main to the meter, curb valve, meter yoke with angle check valve and angle valve, meter box, tailpiece, and reconnecting the existing service. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 124 7-17 Sanitary Sewers 7-17.2 Materials (October 2021 City of Auburn GSP) Delete this section and replace it with the following: Only the pipe materials listed below are approved for use on City sanitary sewer systems. Materials shall be in accordance with following Sections: Solid Wall Polyvinyl Chloride (PVC) Pipe, SDR-35 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Polyvinyl Chloride (PVC) Pipe, SDR-21 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) Pipe, C900 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Ductile Iron, Special Class 50 9-05.13 (Ductile Iron Sewer Pipe) High Density Polyethylene Pipe (HDPE) 9-05.23 (High Density Polyethylene Pipe (HDPE)) The laying length for PVC (SDR-35) shall not exceed 14 feet. 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewage Facilities (January 2017 City of Auburn GSP) Supplement this section with the following: Connections to the existing system shall be plugged during the entire period of sewer construction to prevent dirt, water, and debris from entering the existing system 7-17.3(2) Cleaning and Testing 7-17.3(2)A General (August 2016 City of Auburn GSP) Delete the first paragraph and replace with the following: Sewers and appurtenances, where required in the Plans, shall be cleaned and tested after backfilling by the low pressure air method except if the Engineer approves hydrostatic testing of short sections of small diameter pipe. (January 2017 City of Auburn GSP) Supplement this section with the following: Before final acceptance, the Contractor shall have all sewer lines inspected by the use of a television camera per Section 7-17.3(2)H (Television Inspection). Manholes and DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 125 other structures shall be cleaned and tested per Section 7-07 (Cleaning Existing Drainage Structures). Special sealants shall not be used to seal leaks and the use of any such materials will be cause for rejection of the sewer lines. 7-17.3(2)C Infiltration Test (January 2017 City of Auburn GSP) Revise the second sentence of the second paragraph to read: “Maximum leakage (in gallons per hour)” = 0.16 x √H x D x L √6 100 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air- Permeable Materials (January 2017 City of Auburn GSP) Supplement this section with the following: If the test shows zero leakage after a five minute test time, the Engineer has the authority to accept and end the test immediately. Cleaning and testing of pipes and structures shall be included in the unit contract prices for those items installed. 7-17.3(2)H Television Inspection (May 2019 City of Auburn GSP) Delete this section and replace it with the following: The Contractor shall be responsible for having all sewer lines installed by the Contractor inspected by City approved private inspection services that includes the use of a television camera. An approved list of inspection services may be obtained from the Engineer. After completion of the following, authorization from the City shall be required before the Contractor can perform the initial television camera work: 1. The acceptable placement of applicable pipe, ballast, bedding, and backfill material. The acceptable completion of all applicable channels and grout 2. work. The acceptable debris removal, cleaning, and flushing of all applicable pipes and struct 3. ures. The television inspection requirements shall include the provisions of: 1. The television camera shall be a pan and tilt camera system specifically designed and constructed for sewer environments. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 126 A dye solution to be introduced in sufficient quantity to travel from the structure that is the highest point of inspection to the downstream terminus of the inspection limits. Red or purple dye shall be used for PVC pipe and green dye for ductile iron and concrete 2. pipe. A one-inch reference ball to be mounted to the camera in order to drag along the bottom of the pipe during the entire inspection proce 3. dure. Linear measure references to be measured from the center of the beginning structure to the center of the next inline structure and include the direction of flow. The locations of lateral pipes and all distinctive pipe conditions shall be referenced to the centerline of the beginning structure. All structure references shall utilize the designated structure reference numbers shown on the P 4. lans. The following television inspection information shall be provided to the y: 8. 1. A clear color DVD or USB Flash Drive which encompasses the limits of the inspection area and including all reference data as described herein. The recorded reference time and date for the start of each run shall also be indica. 8. 2. A written report shall be provided corresponding to the recorded inspection and including all reference data as described herein. The report shall consist of a written narrative of all distinctive pipe conditions including ponding areas in excess of ¼ inch. 7-17.4 Measurement (City Contracts, January 2017 City of Auburn GSP) Supplement this section with the following: Television inspection work will be measured per linear foot. 7-17.5 Payment (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “PVC Sanitary Sewer Pipe, SDR-35, ___ In. Diam.”, Per Linear Foot DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 127 “PVC Sanitary Sewer Pipe, SDR-21, ___ In. Diam.”, Per Linear Foot “Ductile Iron Pipe, Special Class 52 Sanitary Sewer Pipe, ___ In. Diam.”, Per Linear Foot “HDPE Sanitary Sewer Pipe, ____ In. Diam.”, Per Linear Foot “Sanitary Sewer Television Inspection”, Per Linear Foot The unit contract price per linear foot for “Sanitary Sewer Television Inspection” shall be full pay for all work to complete the Television Inspection including all associated cleaning and flushing. (City Contracts, August 2018 City of Auburn GSP) Revise references to payment for sanitary sewer pipe to the following: The unit contract price per linear foot for sanitary sewer pipe of the kind and size specified shall be full pay for all work to complete the installation including the following: • Furnishing and installing pipe, pipe fittings, and other pipe appurtenances. • Adjusting inverts to manholes • Testing of pipes • Sawcutting (including additional sawcutting for pavement restoration) • Trenching • Structure Excavation Class B (including haul). • Installing bedding and backfill materials within the trench • Furnishing and installing temporary patches or steel plates over unfinished portions of trenches crossing traveled ways • Disposal of surplus trench excavation • General pipe installation work including plugs and connections • Plugging existing pipes for abandonment • Temporary plugs, bypass pumping, or both • Normal Dewatering and disposal of groundwater 7-18 Side Sewers 7-18.3 Construction Requirements 7-18.3(1) General (January 2017 City of Auburn GSP) Supplement this section with the following: All joints shall be approved rubber-gasket joints except the joint between the new and existing pipe that shall be made with approved flexible transition couplings. Side sewers shall be installed to a minimum slope of two percent or as shown on the Plans unless otherwise directed by the Engineer and shall be 6-inches diameter from the street sewer to the private property line. DIVISION 7: DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Issued February 2023 City of Auburn Engineering Construction Standards Page 128 Existing side sewers to be connected shall be trimmed to the limit of the right-of-way except where otherwise shown on the Plans and connected to the new sewer with PVC SDR- 35 with a diameter to match the existing side sewer or 6 inches, whichever is greater. (August 2016 City of Auburn GSP) The third paragraph is replaced with the following: No joint deflections shall be allowed on side sewers. No horizontal bends shall be allowed in the right-of-way. Vertical bends require Engineer approval. 7-18.3(3) Testing (January 2017 City of Auburn GSP) Supplement this section with the following: During construction in areas with more than one side sewer per structure, the Contractor shall test each connected structure to verify which side sewer is used by that structure. The test shall involve flushing every toilet or running every sink or tub on each floor of each structure and directly observing which side sewer the effluent discharges from. Only these side sewers shall be connected. All others are to be abandoned in place per Section 7-08.3(4) (Plugging Existing Pipe). The Contractor shall be responsible for verifying all City customers originally connected to the sanitary sewer conveyance line are connected to the new sanitary sewer conveyance line. Prior to project completion the Contractor shall document to the City that all City customers have had their services re-established. All pipes for side sewer and sewer stubs (pipes not ending in a manhole) shall be adequately plugged or capped. 7-19 Sewer Cleanouts 7-19.3 Construction Requirements (January 2018 City of Auburn GSP) Delete this section and replace it with the following: Sewer cleanouts shall be installed as indicated in the applicable Standard Details. END OF DIVISION 7 DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 129 DIVISION 8 Miscellaneous Construction 8-01 Erosion Control and Water Pollution Control 8-01.3 Construction Requirements (February 2018 City of Auburn GSP) Supplement this section with the following: The Contractor shall comply with the requirements of the Construction Stormwater General Permit (CSWGP), when the Contract is covered by a CSWGP. When the Contract does not identify CSWGP coverage, then the requirements identified in this section, that would only be required in the event of permit coverage, are not applicable. All other requirements identified in this section are applicable regardless if the Contract has a CSWGP or not. 8-01.3(1) General (November 2019 City of Auburn GSP) The second to last paragraph is revised to read: When applicable, the Contractor shall be responsible for all Work required for compliance with the CSWGP. 8-01.3(1)A Submittals (November 2019 City of Auburn GSP) Supplement this section with the following: The Contractor’s TESC plan shall be submitted to the Engineer for approval per Section 9-38 (Submittal Approval) prior to beginning construction. The TESC plan shall also cover dewatering and the Contractor’s proposed method of treating and disposing of dewatering effluent and other impacts of caused by dewatering activities. Modifications to the temporary erosion and sediment control (TESC) Plans included in the Contract Plans, shall meet all requirements of the City of Auburn Surface Water Management Manual (SWMM). Prior to beginning any concrete or grinding work, the Contractor shall submit a plan, for the Engineer’s review and approval, outlining the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. The Contractor shall allow at least 5-working days for the Engineer to review any original or revised TESC Plan. Failure to approve all or part of any such Plan shall not make the Contracting Agency liable to the Contractor for any Work delays. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 130 8-01.3(1)C Water Management 8-01.3(1)C1 Disposal of Dewatering Water (September 2019 City of Auburn GSP) The first paragraph is revised to read: When uncontaminated groundwater is encountered in an excavation on a project, when approved by the Engineer, it may be infiltrated within vegetated areas of the right of way not designated as Sensitive Areas or incorporated into an existing stormwater conveyance system at a rate that will not cause erosion or flooding in any receiving surface water. (November 2019 City of Auburn GSP) Add the following new section: 8-01.3(1)F SWPPP Preparation and General Permit Compliance The Contractor shall amend, revise, or replace the City provided Draft Storm Water Pollution Prevention Plan, (Draft SWPPP), see Appendix to these Special Provisions, to address the Contractors specific means and methods of completing the work and to comply with both the Construction Stormwater General Permit (CSWGP) included as an Appendix to these Special Provisions, and the City’s Surface Water Management Manual (SWMM). The resulting document is the Storm Water Pollution Prevention Plan (SWPPP). The Contractor shall prepare and submit the SWPPP for City approval per Section 9-38 (Submittal Approval). Approval of the SWPPP document is required prior to the beginning of any ground disturbing activities. The Contractor shall allow a minimum of 5 working days for the Engineer’s review of the SWPPP. Failure to approve all or part of any such plan shall not make the Contracting Agency liable to the Contractor for any work delays. The Contractor shall use, implement, modify, and document the approved SWPPP in compliance with the CSWGP. This work shall include, but is not be limited to, the following: • Preparing, revising, maintaining the SWPPP in compliance with the CSWGP; • Designing and planning, sediment control/erosion control measures, (BMPs), needed to meet CSWGP requirements; • Planning, performing and reporting of storm water monitoring; • Preparing and maintaining documentation required by the CSWGP. During construction, the Contractor shall modify the SWPPP to address specific site conditions. The SWPPP and Contractor’s revisions shall consist of the Contractor’s complete strategy to meet the requirements of the CSWGP. The Contactor shall include and modify as necessary the erosion control measures provided in the Contract Plans. The Contractor shall review and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The SWPPP and revisions shall meet the requirements of the CSWGP. The Contractor shall provide and maintain on-site the standby equipment and materials to comply with the CSWGP. The S130ncludeincluding any Contractor revisions, shall document all the erosion and sediment control Best Management Practices (BMPs) proposed, whether permanent or temporary. The plan shall document installation procedures, materials, scheduling, and maintenance procedures for each erosion and sediment control BMP. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 131 In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters of the state. The plan shall include how the pH of the water will be maintained in compliance with the CSWGP prior to being discharged from the project or entering surface waters. SWPPP Contents The SWPPP shall include narrative(s) and site plan(s) that address the following as applicable to the Work: • Clearing Limits • Establishment of Construction Access • Flow Rate Controls • Sediment Controls • Soil Stabilization • Slope Protection • Drain Inlet Protection • Channels and Outlets Stabilization • Pollutant Controls • De-watering Control • Maintenance of Best Management Practices • Project Management • Protection of Low Impact Development Best Management Practices The SWPPP will indicate discharge monitoring locations that shall also be clearly marked in the field by the Contractor. The SWPPP will indicate the Contractor’s process for controlling, monitoring, and reporting of turbidity and pH in discharges. On-Site Documentation The Contractor shall collect, prepare, compile, and maintain hardcopies of the following documents on-site at all times while work is underway and shall make them available in accordance with the CSWGP requirements: 1. Bound notebook #1 with a cover labeled “SWPPP Documents”, with the following contents separated by labeled tabbed dividers: • Permit Coverage Letter • Construction Stormwater General Permit • Stormwater Pollution Prevention Plan • Erosion Control Plan 2. Bound notebook #2 with a cover labeled “SWPPP Site Log Book”, with the following contents separated by tabbed dividers: 3. Erosion inspection reports. 4. SWPPP Modifications DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 132 5. Discharge Monitoring Reports (DMR) 6. Spill Reports Stormwater Monitoring Requirements The Contractor shall conduct monitoring of discharges of stormwater runoff for comparisons to benchmark values for turbidity and pH as described in the CSWGP. The Contractor shall provide weekly stormwater monitoring of the project stormwater discharge locations for turbidity and pH as required in the CSWGP. The Contractor shall establish specific project sampling locations for sampling and monitoring at each discharge location to determine background, outfall, and downstream water quality conditions and provide these locations on a m132ncludeincluded in the SWPPP for approval. The Contractor shall establish procedures that adapt to unanticipated events such as severe storms, schedule adjustments, modified construction techniques, etc. to be included in the SWPPP. Contractor shall submit any modifications to the procedures to the Engineer for approval. Contractor shall calibrate equipment according to manufacturers’ recommendations and according to their specified schedule. If data appears suspect, the Contractor shall perform additional calibrations immediately. The Contractor shall complete all online reporting as required by the CSWGP. Turbidity and pH Exceedances Following any exceedances of the turbidity or pH benchmarks, the Contractor shall provide the following at no additional cost to the Contracting agency: 1. The necessary SWPPP revisions and on-site measures/revisions including additional source control, BMP maintenance, and/or additional stormwater treatment BMPs that are necessary to prevent continued exceedance of turbidly and/or pH benchmarks. 2. The regulatory notification to the Dept of Ecology and to the Engineer of any monitoring results requiring regulatory notification. 3. The additional daily sampling and reporting measures described in the CSWGP to verify when project site runoff is in compliance. At no cost to the City, the Contractor shall be responsible for paying any fines levied against the City for any failure by the Contractor to comply with the permit requirements as listed in these specifications and as indicated in the permit(s) included in the Appendix to these Special Provisions. (January 2018 City of Auburn GSP) Add the following new section: 8-01.3(1)G Temporary Water Pollution /Erosion Control Installation This work consists of furnishing and installing all temporary water pollution and erosion control items as detailed in the Contract Plans. If additional measures as approved by the City are required beyond those shown in the Contract Plans, they will be paid for under the unit cost bid item(s) determined by the Engineer to be applicable, or, if the Engineer determines additional measures are not applicable to unit cost bid item(s), the measures will be paid under the Force Account bid item for “Erosion/Water Pollution Control”. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 133 8-01.3(2) Temporary Seeding and Mulching 8-01.3(2)B Temporary Seeding (January 2017 City of Auburn GSP) Supplement this section with the following: Seeding: The following composition, proportion, and quality of grass seed shall be applied at the rate of 5 pounds per 1,000 square feet on all areas requiring roadside seeding (noted “hydroseed” on the Plans) within the project: Kind and Variety of Seed in Mixture Percent by Weight Minimum Percent Pure Seed Minimum Percent Germination Colonial Bentgrass (Highland or Astoria) 10% 9.8% 85% Red Fescue (Illahee, Rainier, or Pennlawn) 40% 39.20% 90% English Perennial Rye 50% 29.40% 90% Weed Seed (maximum %) 0.50% Inert and Other Crops (minimum %) 1.50% TOTAL 100.00% Fertilizer: The Contractor shall submit three samples of existing soil in the project area, and one of each specified type of topsoil to a soil laboratory for testing to determine fertilizer/amendment composition. Results shall be submitted to the Engineer and fertilizer and soil amendment formulation and application rates will be based on the laboratory recommendations. However, the minimum fertilizers requirements are as follows: Total Nitrogen as N-3 1.5 pound per 1,000 square feet; Available Phosphoric Acid as P2O5-1 2 pounds per 1,000 square feet; Soluble Potash as K2O-2 20 pounds per 1,000 square feet; 1 pound of nitrogen applied per 1,000 square feet shall be derived from ureaform or ureaformaldehyde. The remainder may be derived from any source. The fertilizer formulation and application rate shall be approved by the Engineer before use. 8-01.3(2)E Tackifiers (January 2017 City of Auburn GSP) Supplement this section with the following: The moderate-term mulch soil binder for hydroseeding shall be a bonded fiber matrix with integral tackifier specifically manufactured for hydroseeding applications and erosion control. The moderate-term mulch shall be dyed an appropriate color to facilitate visual metering of application of the materials. The moderate-term mulch shall be ‘ECO-AEGIS’ as manufactured by Canfor, or approved alternate. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 134 8-01.4 Measurement 8-01.4(1) Lump Sum Bid for Project (No Unit Items) (City Contracts, November 2019 City of Auburn GSP) This Section is deleted. 8-01.4(2) Item Bids (November 2019 City of Auburn GSP) The first paragraph is deleted. (City Contracts, January 2018 City of Auburn GSP) Supplement this section with the following: “Sediment Trap” shall be measured per square yard of trap bottom surface area. No specific unit of measurement shall apply to the lump sum contract price of CSWGP documentation compliance or TESC Plan. 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and Water Pollution Prevention (City Contracts, November 2019 City of Auburn GSP) This Section is deleted. 8-01.4(4) Items not included with Lump Sum Erosion Control and Water Pollution Prevention (City Contracts, November 2019 City of Auburn GSP) This Section is deleted. 8-01.5 Payment 8-01.5(1) Lump Sum Bid for Project (No Unit Items) (City Contracts, November 2019 City of Auburn GSP) This Section is deleted. 8-01.5(2) Item Bids (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: “TESC Plan”, Per Lump Sum “Sediment Trap”, Per Square Yard DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 135 “High Visibility Fence”, Per Linear Foot “General Permit Documentation Compliance”, Per Lump Sum The lump sum price for “TESC Plan” shall be full payment for all costs to prepare, update, and modify/maintain the ‘living’ Temporary Erosion and Sediment Control Plan, and included Dewatering Plan elements, when needed, for the duration of the Contract. Payment for “Sediment Traps” shall be full payment for all labor, tools, and materials to construct a sediment trap and maintain it for the duration of the Project. The lump sum contract price for “General Permit Documentation Compliance” shall be full pay to maintain and update the SWPPP and file all electronic reports necessary to comply with the permit conditions with the Washington State Department of Ecology. No additional payment will be made for any supplemental measures to control seepage, groundwater, or artesian head. (City Contracts, November 2019, City of Auburn GSP) References to payment for street cleaning is revised to the following: Per Section 1-07.23(1)A (Dust and Mud Control and Street Cleaning), no additional payment will be made for Street Cleaning. 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and Water Pollution Prevention (November 2019 City of Auburn GSP) This Section is deleted. 8-01.5(4) Items not included with Lump Sum Erosion Control and Water Pollution Prevention (November 2019 City of Auburn GSP) This Section is deleted. 8-02 Roadside Restoration 8-02.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: This work also involves any minor repair or replacement work to restore roadside features the Engineer discovers during construction. 8-02.3 Construction Requirements 8-02.3(1) Responsibility During Construction (January 2017, City of Auburn GSP) Supplement this section with the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 136 Landscape construction is anticipated to begin after all curbs, sidewalks, rockeries, utilities, and associated roadside work is completed. The Contractor shall keep the premises clean, free of excess soils, plants, and other materials, including refuse and debris, resulting from his work throughout the planting operation. The Contractor shall maintain continuous pedestrian access and shall not stockpile materials or park equipment in any manner that may create hazards or obstacles to this access. At the end of each workday, and as each planting area is completed, it shall be neatly dressed and all surrounding walks and paved areas shall be cleaned to the satisfaction of the Engineer. Cleaning by flushing into sewers will not be allowed. The Contractor shall remove surplus soils, materials, and debris from the construction site and shall leave the project in a clean condition at the conclusion of the work. 8-02.3(4) Topsoil (February 2024, City of Auburn GSP) Supplement this section with the following: Topsoil shall be used to restore any landscape beds or planter areas disturbed by the Work. Depths of topsoil placement shall be as shown in the plans. Where no depths are identified in the plans, the contractor shall furnish sufficient quantities of topsoil for placement in all seeding areas (4 inch depth topsoil) and planting areas (6 inch depth topsoil) and for tree and shrub planting soil requirements, plus a reserve quantity for restoring additional areas outside designated planting and seeding areas that are disturbed by the Contractor’s activities. 8-02.3(4)A Topsoil Type A (January 2017, City of Auburn GSP) Supplement this section with the following: Topsoil Type A is to be used for all planting and seeding areas and shall be tested in an independent, certified soil testing lab to determine need for fertilizers, or amendments, or both, based on its intended use. The topsoil shall be modified according to the soil testing laboratory recommendations at no additional cost to the City. 8-02.3(4)C Topsoil Type C (January 2017, City of Auburn GSP) Supplement this section with the following: Native as used in this context shall mean naturally occurring material. 8-02.3(5) Roadside Seeding, Lawn and Planting Area Preparation (February 2018, City of Auburn GSP) Supplement this section with the following: Upon approval of the subgrades by the engineer, a topsoil layer shall be placed with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in lawn sod areas, and a pH from 6.0 to 8.0 or matching the pH of the adjacent undisturbed soil. The topsoil layer hall have a minimum depth of 8 inches, except where tree DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 137 roots limit the depth of incorporation of amendments needed to meet the criteria. The subsoils below the topsoil layer shall be cultivated to a depth of 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. Cultivation of the soil shall be done by a method approved by the Engineer. This operation should be done at right angles to the natural flow of water on slopes. Remove rocks, roots, clods, stumps and debris over 2 inches in diameter. Lightly compact soil and establish a smooth and uniform finished grade that protects against obstruction to surface drainage and ponding. For bark mulched shrub and groundcover beds, finish grade prior to placement of bark shall be 2 inches below top of adjacent finish grade. (August 2016, City of Auburn GSP) Add the following new section: 8-02.3(5)D Root Control Barrier Root control material shall be CP-Series Root Barrier Panels as manufactured by Century Root Barrier, Universal Guide as manufactured by Deep Root, or Dual Purpose Panels as manufactured by Villa Root Barriers or approved alternate. Install continuous section of root control material in all tree planting areas as shown on the Plans. Backfill with topsoil material being careful not to damage or displace root control material. 8-02.3(6) Mulch and Amendments (January 2017, City of Auburn GSP) Supplement this section with the following: GroCo (GroCo Inc. tel. 206-622-5141), Tagro (City of Tacoma Tel. 253-502-2150), or Cedar Grove Compost shall be mixed with native topsoil to produce a 75/25 mix ratio (topsoil 75 percent and amendment 25 percent). 8-02.3(7) Layout of Planting, Lawn and Seeding Areas (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor is responsible for determining required quantities of plant material to complete the landscape plan as shown. It is anticipated that some minor arranging of plant material will be necessary during the progress of work. From the centerline of the first row of shrubs or ground covers to the edge of the planting bed shall be ½ the typical dimension shown on the Plans and details. Plant trees a minimum of 3 feet from curbs and sidewalks when the space is available; otherwise they shall be centered in the available space. Trees in tree wells shall be centered within the tree grate and frame. 8-02.3(8) Planting (January 2017, City of Auburn GSP) Supplement this section with the following: Plant trees and shrubs in planting pits and install tree frames and grates as detailed on Plans. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 138 Do not over excavate planting pit depth, however, over excavation of planting pit width is desirable. Trees shall be handled by the rootball, not by the trunk. Burlap and wire shall remain intact until trees are set in their positions within each planting pit. Remove all wire, twine, and burlap from the top third of the rootball before backfilling. Plant trees and shrubs upright, rotating them to give the best placement to adjacent plants, topography, and structures. Hold plant rigidly in position until topsoil has been backfilled and tamped firmly around the ball or roots. When the planting pit is backfilled halfway, place the specified quantity of fertilizer plant tablets and stakes, if necessary, as shown on the Plans. Evenly space the fertilizer tablets around the perimeter of and immediately adjacent to the root system. Carefully place, water, and compact planting topsoil filling all voids. Do not injure the root system. When the planting pit is three-quarters (3/4) backfilled, fill with water and allow it to soak away. Fill pits with additional topsoil and continue backfilling as detailed on Plans. Ground bark shall be placed over all tree-planting saucers to a compact depth of 2 inches. Water trees immediately after planting. The root systems of all bare root plant material shall be dipped in a slurry of silt and water immediately prior to planting. 8-02.3(9) Seeding, Fertilizing, and Mulching (January 2017, City of Auburn GSP) Supplement this section with the following: Trees, shrubs, and groundcover shall be fertilized as follows: Formula 4-2-2 “Transplanter” as manufactured by Pacific Agro Co., with Hercules nitroform and W.R. Grace’s “Magamp” and trace elements. Apply at a rate of: Trees 8 ounces Shrubs 2 ounces Groundcover 1 ounce Agriform Tablets: Planting tablets, 21-ram size, as manufactured by Agriform International Chemicals, Inc., 20-10-5 analysis. Apply at a rate of: Trees 4 tablets for every foot of rootball diameter Shrubs 3 tablets Groundcover 1 tablet 8-02.3(10) Lawn Installation (January 2017, City of Auburn GSP) Supplement this section with the following: Except in areas where the Plans specify hydro-seed, lawn seeding will not be permitted on this project. “Lawn Sod” per Section 9-14.7(4) (Sod) shall be laid smoothly in place in accordance with the typical section(s) in the Plans. Prior to installing “Lawn Sod” all dry soil shall be moistened by sprinkling with water. On sloped areas, the sod shall be laid with the long dimension parallel to the toe or top of slope. The “Lawn Sod” shall be rolled and heavily watered by sprinkler after placement. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 139 8-02.3(10)C Lawn Establishment (January 2017, City of Auburn GSP) Supplement this section with the following: The lawn establishment period may be extended or shortened by the Engineer based on the Engineer’s opinion of whether or not the lawn has been established. Physical Completion and Final Acceptance will not be allowed until after the lawn establishment period has ended. Lawn establishment requirements outside the City of Auburn right of way shall be subject to the applicable agreements, easements, and permit conditions for the property on which they are associated. 8-02.3(10)D Lawn Mowing (January 2017, City of Auburn GSP) Supplement this section with the following: Lawn mowing beyond the mowing required during the lawn establishment period shall only be required when indicated in the Plans. Lawn mowing will not be required beyond the Physical Completion and Final Acceptance of the project. (August 2016, City of Auburn GSP) Add the following new section: 8-02.3(10)E Fertilizer for Sodded Area Prior to placing sod, a 10-2-10 fertilizer shall be rototilled into the top 3 inches of the soil at a rate of 4 pounds of available nitrogen per 1,000 square feet. 8-02.3(11) Mulch (January 2017, City of Auburn GSP) Supplement this section with the following: Ground bark shall be placed over all planting beds and over all tree-planting saucers to a compact depth of 2 inches. Ground bark shall be placed around existing trees and bushes disturbed by construction to a compact depth of 2 inches. Thoroughly water and hose down plants with a fine spray to wash the leaves of the plants immediately after bark application. 8-02.3(12) Completion of Initial Planting (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Upon completion of the initial planting and per the request of the Contractor the Engineer will make an inspection of all plant material and notify the Contractor, in writing, of any replacements or corrective action necessary to meet the Contract Document requirements. The Contractor shall replace all materials requested or missing and correct unsatisfactory conditions within 15 working days. The Engineer will provide the Contractor with written notification when the initial planting is accepted; at which time the plant establishment period shall begin. Completion of initial planting includes the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 140 1. Installation of root control barriers and watering systems for trees. 2. Installation of all required planting materials (trees, shrubs, and groundcovers). 3. Planting area cleanup. 4. Full operation of the irrigation system, complete bark mulch coverage, and all planting areas in a weed-free condition. 5. Approval of Plant Establishment Plan. 8-02.3(13) Plant Establishment (August 2016, City of Auburn GSP) Supplement this section with the following: Plant establishment requirements outside the City of Auburn right of way shall be subject to the applicable agreements, easements, and permit conditions for the property on which they are associated. The plant establishment period may be extended or shortened by the Engineer based on the Engineer’s opinion of whether or not the plantings have been adequately established. Physical Completion and Final Acceptance will not be allowed until after the plant establishment period has begun. The Plant Establishment period may occur during the contract Guarantee Period specified in Section 1-05.10. Plant establishment includes only those plants listed with “PSIPE ______” (Plant Selection Including Plant Establishment) in the Proposal. (August 2016, City of Auburn GSP) The second, third, and fourth paragraphs are replaced with the following: The plant establishment period shall begin immediately upon written notification from the Engineer of the completion of the initial planting for the project. The Contractor shall maintain all plant materials for a period of 1-year after the Plant Establishment period has begun. During this period, the Contractor shall maintain a healthy growing condition for all plant materials and water, prune, spray, weed, and perform other necessary maintenance operations. Planting beds shall be kept free of all weeds, grass and other undesirable vegetation. Plants shall be inspected by the Contractor at least monthly from October 1st to April 30th and at least once a week from May 1st to September 30th and maintenance performed promptly. Dead or impaired plants shall be promptly replaced during the planting season specified in Section 8-02.3(8) and all soil ridges shall be removed from around the watering basins before the end of the maintenance period. At the determination of the Engineer, replacement plants may require an additional acceptance and establishment period. After completion of the landscape establishment period, the Contractor shall request an inspection by the Engineer. The Contractor shall correct all conditions unsatisfactory to the Engineer within a 10-day period, weather permitting, immediately following the inspection. 8-02.3(14) Plant Replacement (January 2017, City of Auburn GSP) Supplement this section with the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 141 Completion of the Plant Establishment period will be certified, in writing, by the Engineer. 8-02.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: Measurement of “Root Control Barrier” will be by the linear foot completed in place. Measurement of “Tree Grate and Frame” will be measured per each after installation completed and accepted. No unit of measure shall apply to “Roadside Restoration”. (City Contracts, August 2016, City of Auburn GSP) References to measurement of topsoil and mulch in this section are revised to the following: Topsoil Types “_” will be measured by the square yard for the surface area of the landscape areas multiplied by the specified topsoil thickness for seeded and planting areas, converted to cubic yards. Bark mulch will be measured by the cubic yard for the surface area of the landscape area multiplied by the specified bark thickness, converted to cubic yards. 8-02.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Topsoil Type __”, Per Cubic Yard “Root Control Barrier”, Per Lineal Foot “Seeding, Fertilizing, and Mulching”, Per Square Yard “Bark Mulch”, Per Cubic Yard “Tree Grate and Frame”, Per Each “Roadside Restoration”, by force account as provided in Section 1-09.6. (City Contracts, September 2016, City of Auburn GSP) References to payment for topsoil is revised to the following: The unit contract price per cubic yard for “Topsoil Type __” shall be full pay to furnish and install Topsoil including all costs associated with preparing the Topsoil for installation, for preparing the site prior to placement of the Topsoil including removal of all excess material and debris, and for all costs associated with supplying and using required soil amendments, and for furnishing all labor, tools, equipment, and materials necessary to complete the work as specified. The unit Contract price per cubic yard for “Bark Mulch” shall be full pay for furnishing and spreading the mulch onto the existing soil. (City Contracts, August 2018, City of Auburn GSP) DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 142 References to partial payment for plants that include plant establishment is deleted. 8-03 Irrigation Systems 8-03.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: This work also consists of the replacement and/or repair of existing irrigation systems. 8-03.2 Materials (January 2017, City of Auburn GSP) Supplement this section with the following: Irrigation conduit shall be PVC pipe and be in accordance with Section 9- 15.1(2) (Polyvinyl Chloride Pipe and Fittings). 8-03.3(4) Irrigation Water Service (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Water meter(s) will be installed at location(s) shown on the Plans in accordance with Section 7-15 (Service Connections). 8-03.3(5) Irrigation Electrical Service (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Electrical service and or wires will be installed at location(s) shown on the Plans in accordance with Section 8-20.3(10) (Services transformer, Intelligent Transportation System Cabinet). 8-03.3(6) Excavation (January 2017, City of Auburn GSP) Supplement this section with the following: Backfilling shall be done when pipe is not in an expanded condition due to heat or pressure. Cooling of the pipe can be accomplished by operating the system for a short time before backfilling, or by backfilling in the early part of the morning before the heat of the day. 8-03.3(7) Piping (January 2017, City of Auburn GSP) Supplement this section with the following: Due to the nature of PVC pipe and fittings, the Contractor shall exercise care in handling, loading, unloading and storing to avoid damage. The pipe and fittings shall be stored under cover and shall be transported in a vehicle with a bed long DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 143 enough to allow the length of pipe to lay flat, so as not to be subject to undue bending or concentrated external load at any point. Any pipe that has been dented or damaged shall be set aside until such damage has been cut out and the pipe is rejoined with a coupling. 8-03.3(8) Jointing (January 2017, City of Auburn GSP) Supplement this section with the following: Solvent welded joints shall be given at least 15 minutes set-up time before moving or handling. Pipe shall be partially center loaded to prevent arching and slipping. No water shall be permitted in pipe until a period of at least 10 hours has elapsed for solvent weld setting and curing. The Contractor shall take great care to insure that the inside of the pipe is absolutely clean. Any pipe ends not being worked on shall be protected and not left open. No PVC pipe may be threaded or connected to a threaded fitting without an adapter. 8-03.3(9)F Cross Connection Control Device Installation (January 2017, City of Auburn GSP) Supplement this section with the following: Backflow preventer assembly shall be installed at location(s) shown on the Plans. 8-03.3(9)G Electrical Wire Installation (January 2017, City of Auburn GSP) Supplement this section with the following: Splices shall be made with a dry-splice wire connector, PVC construction body and snap-lock plug with copper crimp sleeve, three flapped openings for wires and sealer packet such as Rainbird ST-03UL/PT-55 Snap-Tite, UL Wire Connectors and PT-55 Sealer System, Glendora, California or equivalent. Install per manufacturer’s specifications. 8-03.3(10) Flushing and Testing (January 2017, City of Auburn GSP) Supplement this section with the following: Before pressure testing, soluble weld joints shall be given at least 24 hours curing time. Before backfilling and installation of automatic valve, all sprinkler lines with risers installed and capped shall be flushed and pressure-tested. The final test must be performed and approved under the direction and supervision of the Engineer. The location, inspection and testing provisions of these specifications shall be strictly adhered to. Any part of the sprinkler system backfilled before location, testing, or approved inspection by the Engineer, will be completely uncovered and exposed until approved for backfilling by the Engineer. 8-03.3(11) Backfill (January 2017, City of Auburn GSP) DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 144 Supplement this section with the following: Trenches under roads or paved areas shall be backfilled and tamped with a mechanical tamper in successive 6 inch lifts. Paving shall be replaced to the satisfaction of the Engineer. Jacking under paved areas will be allowed with Engineer’s approval. Unless otherwise specified, trenches shall be deep enough to allow 18 inches cover over sprinkler lines and 24 inches cover over supply lines. All trenches must be straight and not have abrupt changes in grade. Bedding for irrigation lines shall be washed sand from a minimum of 3-inches below to 3-inches above all irrigation lines. Native material may be used as backfill for the remainder of the trench when not in paved areas. Rocks larger than 3-inches in diameter shall be removed from any native material used as backfill. 8-03.3(14) System Operation (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall perform sprinkler coverage tests to determine if coverage and operation of the system is complete and satisfactory before the sprinkler system will be accepted. If any part of the system is inadequate because of Contractor workmanship or material, repairs or replacement shall be made at Contractor expense and the test repeated until accepted by the Engineer. (August 2016, City of Auburn GSP) In the third paragraph, the last sentence is revised to read: Potable water shall not flow through the cross-connection control device to any downstream component until tested and approved for use by the City in accordance with Section 8-03.3(12) (Cross Connection Control Device Installation). (City Contracts, August 2016, City of Auburn GSP) Add the following new section: 8-03.4 Measurement No measurement shall be made for “Automatic Irrigation System Complete”. Measurement for “Double Check Valve Assembly” shall be per each double check valve assembly completed. 8-03.5 Payment (City Contracts, April 2017, City of Auburn GSP) Delete this section and replace it with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Automatic Irrigation System Complete”, Per Lump Sum “Double Check Valve Assembly”, Per Each The lump sum contract price for “Automatic Irrigation System Complete” shall be full pay for the construction of the complete irrigation system, modifying existing systems, or DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 145 both, as shown in the Plans and herein specified, including excavation, backfilling, concrete foundations, piping, sprinkler heads, conduit, wiring, restoring facilities destroyed or damaged during construction, salvaging existing materials, and for making all required tests. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the irrigation system shall be included in the lump sum price. Payment for required irrigation water service connections will be paid separately as identified in Section 7-09.5 of these Special Provisions. Payment for “Double Check Valve Assembly” shall be full pay for furnishing all material and equipment, installation, permitting, and testing, required for a double check valve assembly. Payment for the water service line, where applicable, shall be separate. 8-04 Curbs, Gutters and Spillways 8-04.3 Construction Requirements 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways (January 2017, City of Auburn GSP) Supplement this section with the following: Reinforcing shall be constructed at catch basins in accordance with the applicable Standard Detail(s). When slip-form equipment is used to place the curb and gutter, the concrete mix design may be modified as follows: The Grade No. 2 coarse aggregate (1½ inch minus) may be replaced by Grade No. 5 coarse aggregate (1 inch minus) when required to accommodate the equipment. (August 2016, City of Auburn GSP) The fourth paragraph is replaced with the following: Joints in the curb and gutter shall be spaced to match joints in the abutting driveways and sidewalks or cement concrete pavement. All expansion/through joints shall extend entirely through the curb and gutter section. Maximum joint spacing shall be as follows: A. ¾ inch expansion/through joints at 20-foot maximum spacing, or 3/8-inch expansion/through joints at 10-foot maximum spacing; B. 1/8 inch x 1 inch deep saw cut or scored joints per Standard Specification 8- 04.3(1) (Cement Concrete Curbs, Gutters, and Spillways) at intervening 10- foot maximum spacing. 8-04.3(1)A Extruded Cement Concrete Curb (January 2017, City of Auburn GSP) Supplement this section with the following: “Extruded Cement Concrete Curb” shall be type 6 as detailed in the applicable Standard Plan. 8-04.4 Measurement (City Contracts, August 2016, City of Auburn GSP) DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 146 References to measurement of curb and gutter in this section shall be revised as follows: Measurement for “Cement Concrete Traffic Curb and Gutter” will not include cement concrete curb and gutter which will be reinforced and poured integral with an Industrial or Commercial Driveway Apron slab. 8-04.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made in accordance with Section 1-04.1 (Intent of the Contract) for the following bid items: “Bumper Curb”, Per Each The unit contract price per each for ‘Bumper Curb’ shall be full pay for all labor, materials, and equipment necessary to furnish and install each bumper curb. (City Contracts, September 2020, City of Auburn GSP) Supplement this section with the following: “Cement Conc. Pedestrian Curb – Variable Height”, per linear foot. The unit contract price per each for “Cement Conc. Pedestrian Curb – Variable Height” shall be full payment for all costs to construct the varying height curb as shown in the Plans or as staked by the Engineer. 8-05 VACANT This section, including title, is replaced with the following including subsections: (August 2016, City of Auburn GSP) This section, including title, is replaced with the following including subsections: 8-05 Dewatering System 8-05.1 General (February 2023, City of Auburn GSP) When dewatering trenches requires a dewatering system the Contractor shall design and provide a dewatering system using accepted and professional methods consistent with current industry practice to eliminate water entering the excavation under hydrostatic head from the bottom and/or sides. The Contractor shall design the system to prevent differential hydrostatic head that would result in floating out soil particles in a manner termed as a “quick” or “boiling” condition. The system shall not be dependent solely upon sumps or pumping water from within the excavation where differential head would result in a quick condition, which would continue to worsen the integrity of the excavation’s stability. Where the Engineer determines that the Contractor cannot sufficiently dewater the trench using the “Normal Trench Dewatering” described in Section 7-08.3(2)L (Dewatering DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 147 Trenches) of these Special Provisions, the Contractor shall provide a dewatering system of sufficient size and capacity to prevent ground and surface water flow into the excavation and to allow all work to be installed in a dry condition. The Contractor shall control, by acceptable means, all water regardless of source and be fully responsible for disposal of the water. The Contractor shall confine discharge piping and/or ditches to available easements or to additional easements obtained by Contractor and provide necessary permits and/or additional easements at no additional cost to the City. The Contractor shall control groundwater in a manner that preserves strength of foundation soils, does not cause instability or raveling of excavation slopes, and does not result in damage to existing structures. Where necessary to these purposes, the Contractor shall lower water levels in advance of excavation, utilizing wells, well points, jet educators, or similar positive methods. The water level as measured by piezometers shall be maintained a minimum of 2 feet below prevailing excavation level. The Contractor shall commence dewatering prior to any appearance of water in excavation and continue until work is complete to the extent that no damage results from hydrostatic pressure, flotation, or other causes. Open pumping with sumps and ditches shall be allowed, provided it does not result in boils, loss of fines, softening of the ground, or instability of slopes. The Contractor shall install wells and/or well points, if required, with suitable screens and filters, so that continuous pumping of fines does not occur, arrange discharge to facilitate collection of samples by the City. During normal pumping, and upon development of well(s), levels of fine sand or silt in the discharge water shall not exceed 5 ppm. The Contractor shall install sand tester on discharge of each pump during testing to verify that levels are not exceeded. The Contractor shall control grading around excavations to prevent surface water from flowing into excavation areas. (City Contracts, February 2023, City of Auburn GSP) Supplement this section with the following: No additional payment will be made for any supplemental measures to control seepage, groundwater, or artesian head. 8-05.1(1) Design (August 2016, City of Auburn GSP) Contractor shall designate and obtain the services of a qualified dewatering specialist to provide a dewatering plan as may be necessary to complete the work. Contractor shall be responsible for the accuracy of the drawings, design data, and operational records required. Contractor shall be solely responsible for the design, installation, operation, maintenance, and any failure of any component of the system. 8-05.1(1)A Dewatering Discharge (January 2018, City of Auburn GSP) Discharge Limits DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 148 1. Turbidity – less than 5 NTUs above background 2. Sand Content – less than 10 ppm 3. pH between 6.5 and 8.5 4. No visible sheen in the stormwater discharge or in the receiving water Contractor shall conduct Daily Monitoring and provide records of: PH TSS (NTU) Volume Discharged (gpd) Water levels in monitoring wells Sand content (first 5 days after startup) Contractor shall conduct Weekly Monitoring and provide records of: Sand Content Sampling and Analysis Preliminary testing of dewatering discharge will be conducted by the Contractor during the initial dewatering activities prior to discharging water to the City’s stormwater system. Contractor shall use the preliminary water testing results to evaluate what treatment components, if any, will need to be added to the dewatering system. During initial dewatering activities, water will be pumped into a series of storage containers. Water will be sampled from the last tank in the series and analyzed for the constituents specified in the table above. Contractor shall provide monitoring records to the City on a daily basis. The total flow quantified by the flow totalizer and water levels in monitoring wells will be recorded on the daily contractor logs and at the time effluent water samples are collected. The total flow measurements will be included in the effluent sampling summary reports. 8-05.1(1)B Temporary Dewatering Plan (May 2017, City of Auburn GSP) The Contractor shall submit a Temporary Dewatering Plan to the Engineer for review per Section 9-38 (Submittal Approval). The Temporary Dewatering Plan shall be prepared by a Professional Engineer or Hydrogeologist who is licensed to practice in the State of Washington, and who has a minimum of five years of experience in the design of dewatering systems for similar projects. The Temporary Dewatering Plan shall include: • A narrative of the Contractor’s proposed dewatering system methodology, • Working drawings showing system layout and components including number and location of dewatering wells, wellpoints, and/or eductors with a well numbering system, • Design calculations demonstrating system and equipment adequacy, • Specifications of proposed materials and equipment, including pump curves, • Pumps and sumps for removal of incidental seepage, perched groundwater, etc. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 149 • Provision for the settlement and removal of sediments prior to discharge (e.g., settling tanks), • Number and location of temporary monitoring wells to be installed (Note that one monitoring well is present on-site. However, this well will be impacted during construction activities and therefore cannot be used as one of the temporary monitoring wells used during dewatering efforts.), • Dewatering schedule, including mobilization, installation, development, testing, water quality analysis, start-up, monitoring, operation, shutdown, decommissioning, clean-up, and removal, • Describe how groundwater will be treated to meet the applicable discharge limits, and • Proposed plans of operation. Any changes to the proposed system shall be submitted to the Engineer for review prior to implementation. In addition to the Temporary Dewatering Plan, the submittal shall include: • A Contingency Plan for storm events or other conditions (including failure of the dewatering system) that could raise groundwater levels and overwhelm the capacity of the dewatering system pumps or discharge facilities. In the Contingency Plan, the Contractor should: o Make provision to suspend dewatering operations for anticipated events (e.g., storms) and unanticipated events that may occur prior to excavation work and that would require dewatering. o Provide methods to secure such items as the excavation, shoring, side slopes, equipment, dewatering system components, base of excavation, and any installed facilities from the adverse effects of elevated groundwater levels. o A Water Quality Sampling Plan The Engineer’s review of the Temporary Dewatering Plan shall not constitute approval nor relieve the Contractor from full responsibility for errors therein nor from the entire responsibility for complete and adequate groundwater level control and volume removal in the excavated areas; formation protection; and protection of existing and proposed structures to the extent specified herein. The Contractor shall be solely responsible for control of the groundwater levels and hydrostatic pressures to the depths herein specified and for avoiding settlement outside the excavation as herein specified. The Contractor shall bear sole responsibility for proper design, installation, operation, maintenance, and any failure of any component of the temporary dewatering system for the duration of the Contract. 8-05.2 Vacant 8-05.3 Construction Requirements 8-05.3(1) Damages (August 2016, City of Auburn GSP) Contractor shall be responsible for and shall repair without cost to the City, any damage to work in place, or other contractor’s equipment, utilities, residences, highways, roads, railroads, private and municipal well systems, adjacent structures, natural resources, DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 150 habitat, existing wells, and the excavation, including, damage to the bottom due to heave and including but not limited to, removal and pumping out of the excavated area that may result from Contractor’s negligence, inadequate or improper design and operation of the dewatering system, and any mechanical or electrical failure of the dewatering system. The Contractor shall remove subgrade materials rendered unsuitable by excessive wetting and replace with approved backfill material at no additional cost to the Owner. 8-05.3(2) Settlement Monitoring Program (January 2018, City of Auburn GSP) Contractor shall develop and submit to the City a Settlement Monitoring Program for review and approval prior to beginning dewatering per Section 9-38 (Submittal Approval). Contractor shall establish a settlement monitoring program and perform all survey and inspections necessary for monitoring existing site features. All surveys shall be performed under the direction of a licensed land surveyor. Vertical and horizontal measurements shall be accurate to 0.01 feet or smaller. Contractor shall set survey monuments on permanent structures, the roadway, and utilities. The survey monuments may consist of PK nails with a washer with an identification number. Contractor shall record the identification number, elevation, and coordinate location prior to initiating dewatering, and submit the baseline information to the Engineer. The method of installing survey monuments, and the locations and number of survey monuments shall be as approved by the Engineer. The Engineer shall be notified a minimum of one day prior to setting survey monumentation. The initial survey to record the monuments baseline horizontal and vertical location shall be completed by conducting three separate level loops for each monument. Each loop shall be run so that they start and stop at a different location each time. The intent of running multiple level loops on each monument is to catch potential survey errors. Contractor shall perform an initial survey prior to commencement of the Work, daily for the first 5 days after the dewatering system is started up, subsequently two days per week when the dewatering system is active, and one day per week for a month after the dewatering system is turned off. If pumping or dewatering of excavations are interrupted or cannot be adequately maintained, the survey monuments and targets shall be checked a minimum of once every 24 hours for as long as the conditions exist. Contractor shall immediately notify the Engineer of any cumulative change in elevation or location of any monument or target in excess of 1/4 inch. If the cumulative change in elevation or location exceeds 1/2 inch, the Contractor shall immediately notify the Engineer and resolve the problem using methods defined in the Contingency Plan or other reasonable methods. The Contractor shall maintain in a log the survey data taken for each monument or target. A copy shall be sent to the Engineer after each addition of data. Contingency Plan Contractor shall prepare a Contingency Plan to mitigate the effects of excessive settlement or movement of existing Site features. The Contingency Plan is not to restrict the Contractor from using the best construction methods available to meet the conditions but is required to demonstrate a reasonable preparedness to mitigate the effects of excessive movement or settlement. The following are minimum requirements for a Contingency Plan: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 151 1. The Contingency Plan shall outline steps to be taken to protect structures, buildings, and utilities and to stop excessive movement or settlement identified by the settlement monitoring program. 2. Contractor shall have all material, manpower, equipment, and other items identified in the Contingency Plan available at all times while excavations are ongoing or excavated areas are open.” 8-05.3(3) Maintaining Excavation in Dewatering Condition (August 2016, City of Auburn GSP) Dewatering shall be a continuous operation. Interruptions due to power outages or any other reason will not be permitted. The Contractor shall continuously maintain excavation in a dry condition with positive dewatering methods during preparation of subgrade, installation of pipe, and construction of structures until the critical period of construction and/or backfill is completed to prevent damage of subgrade support, piping, structure, side slopes, or adjacent facilities from flotation or other hydrostatic pressure imbalance. The Contractor shall provide standby equipment on site, installed, wired, and available for immediate operation if required to maintain dewatering on a continuous basis in the event any part of the system becomes inadequate or fails. If dewatering requirements are not satisfied due to inadequacy or failure of dewatering system, perform such work as may be required to restore damaged structures and foundation soils at no additional cost to City. System maintenance shall include but not be limited to 24-hour supervision by personnel skilled in the operation, maintenance, and replacement of system components and any other work required to maintain excavation in dewatered condition. 8-05.3(4) System Removal (August 2016, City of Auburn GSP) The Contractor shall abandon and remove from the site, in accordance with WAC Chapter 173-160 and RCW Chapter 18.104, all groundwater control and monitoring system elements. The Contractor shall be, or employ the services of, a water well contractor licensed in the State of Washington to abandon all wells, and/or well points. The Contractor shall assume ownership and responsibility for the disposal of all removed groundwater control pumps, pipes, and other assorted system hardware. The Contractor shall abandon and remove the groundwater control and monitoring systems in such a manner that groundwater does not flow or seep through groundwater control or monitoring system penetrations into any structure or facility. Wells decommissioned within roadways shall be capped beneath the roadway base course with at least 24-inches of class 3000 concrete. Beneath the concrete cap, the Contractor may utilize bentonite to fill the well per Department of Ecology requirements. 8-05.4 Measurement (City Contracts, August 2016, City of Auburn GSP) “Dewatering System” will be measured per linear foot along the construction centerline. Only sections approved for dewatering by the Engineer will be included in the DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 152 measurements. Pipe lengths installed using “Normal Dewatering Methods,” or installed using the dewatering system without approval from the Engineer will not be included in the measurement for “Dewatering System.” “Normal Trench Dewatering” as described in Section 7-08.3(2)L (Dewatering Trenches) will not be measured for payment, but instead will be included in the per linear foot price of the utility being installed. 8-05.5 Payment (City Contracts, April 2017, City of Auburn GSP) Payment will be made for each of the following Bid items that are included in the Proposal: “Dewatering System”, Per Linear Foot The unit bid price in the Proposal for “Dewatering System”, per linear foot shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to design, install, operate, maintain, and remove a complete dewatering system. This Bid item shall also include, but not be limited to, dewatering handling, preliminary testing prior to discharge, storage, permitting, daily monitoring, weekly monitoring, and disposal of clean groundwater and sediment. Providing, installing, operating, and maintaining settling tank(s), or other equipment necessary to meet the discharge requirements, shall be included in this lump sum cost and shall not be measured for separate payment. The unit price shall also include all costs to continuously operate the dewatering system, all power costs and connections, permits, pumps, wells, pipes, fittings, and appurtenances. All costs for design of dewatering systems and preparation and implementation of the Temporary Dewatering Plan (including the Contingency Plan, Water Quality Sampling Plan, and Settlement Monitoring Program, including Contingency Plan) shall be included in the dewatering lump sum cost and shall not be measured for separate payment. Dewatering” shall only be paid for when a dedicated system using well points is used for dewatering. All “normal trench dewatering” work, as defined in Section 7-08.3(2)L, will be incidental to and included in the unit cost for the pipe, structure, etc. being installed. Restoration of property damaged due to dewatering or settlement caused by the dewatering system shall be the Contractor’s responsibility. 8-06 Cement Concrete Driveway Entrances 8-06.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: Driveway approaches shall be considered to be that portion of the private driveways, which require removal and replacement to transition between the new cement concrete driveway aprons and the existing private driveway. “Cement Concrete Driveway Approaches” shall be constructed and finished as specified for driveways, except they shall be 4-inch thick slabs and not reinforced. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 153 8-06.2 Materials (January 2017, City of Auburn GSP) Supplement this section with the following: Materials shall meet the requirements of the following sections: Wire Mesh (Welded Wire Fabric) 9-07.7 Concrete Curing Materials and Admixtures 9-23 8-06.3 Construction Requirements (January 2017, City of Auburn GSP) Supplement this section with the following: Concrete driveways shall be cured per methods described in Section 5-05.3(13) (Curing), with the following exceptions if the curing compound method is used: • The Contractor shall use Type I clear curing compound per Section 9-23 (Concrete Curing Materials and Admixtures). • The Contractor shall not use white pigmented curing compound. • The curing agent shall be applied immediately after brushing and be maintained for a period of 5 calendar days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in event of rain or other unsuitable weather. Additional requirements for curing in hot weather shall be as follows: In periods of low humidity, drying winds, or high temperatures, a fog spray shall be applied to concrete after placement as soon as conditions warrant to prevent the formation of shrinkage cracks. The spray shall be continued until conditions permit the application of liquid curing membrane or other curing media. Additional requirements for curing in cold weather shall be as outlined in Section 5- 05.3(14) (Cold Weather Work). 8-06.4 Measurement (City Contracts, February 2024, City of Auburn GSP) Supplement this section with the following: Measurement for “Cement Concrete Driveway Approach” will be by the square yard of finished surface, excluding area measured as driveway apron. Measurement for “Residential Driveway Apron” will be by the square yard of finished surface, excluding the cement concrete curb and gutter area. Measurement for “Industrial or Commercial Driveway Apron” will be by the square yard of finished surface including the cement concrete curb and gutter which will be reinforced and poured integral with the driveway apron slab. 8-06.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 154 Payment will be made for each of the following Bid items that are included in the Proposal: “Residential Driveway Apron”, Per Square Yard “Industrial or Commercial Driveway Apron”, Per Square Yard “Cement Concrete Driveway Approach”, Per Square Yard The unit contract price per square yard for “Residential Driveway Apron” shall be full pay for all work to complete the installation including subgrade preparation, thickened edges, and wings. The unit contract price per square yard for “Industrial or Commercial Driveway Apron” shall be full pay for all work to complete the installation including subgrade preparation and integrated cement concrete curb and gutter. Payment for “Cement Concrete Driveway Approach” shall be full pay for all costs to construct the approach. Payment for cement concrete curb and gutter will be in accordance with the provisions of Section 8-04 (Curbs, Gutters, and Spillways), except for locations where the curb and gutter is integral with the Industrial and Commercial Driveway Apron. Payment for water will be in accordance with the provisions of Section 2-07 (Watering). 8-07 Precast Traffic Curb 8-07.2 Materials (February 2024, City of Auburn GSP) Supplement this section with the following: Materials shall meet the requirements of the following sections: Epoxy Adhesive for Curb 9-26.2 Glass Beads 9-34.4 Raised Pavement Markers 9-21.2 Adhesive for RPMs 9-02.1(8) 36” Delineators 9-17 and COA Std Detail T-32 Adhesive for Delineators 9-02.1(8) 8-07.3 Construction Requirements 8-07.3(16) Installing Curbs (January 2017, City of Auburn GSP) Delete the first paragraph and replace it with the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 155 The curb shall be installed in accordance with the applicable City of Auburn Standard Detail. The second sentence is revised to read: Before the epoxy adhesive is applied, all dirt shall be cleaned from the pavement surface by washing. The fourth paragraph is revised to read: All joints between adjacent pieces of curb except joints for expansion and/or drainage shall be filled with epoxy. 8-07.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Delete this section and replace it with the following: Precast curb shall be measured along the length of the precast curb system installed, from delineator to delineator, without deduction for gaps. 8-07.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made in accordance with Section 1-04.1 (Intent of the Contract) for the following bid items: “Precast Curb with Delineators”, Per Linear Foot The unit contract price per linear foot for ‘Precast Curb with Delineators’ shall include all costs to furnish and construct the mountable curb system, including, raised pavement markers, epoxy, and delineators. 8-09 Raised Pavement Markers 8-09.3 Construction Requirements 8-09.3(2) Surface Preparation (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall pre-mark the layout of all channelization and receive approval from the Engineer before installing “Raised Pavement Markers” (RPM’s). Pre-marks shall consist of painted spot markings or other approved methods. The Contractor shall request the Engineer’s approval of the pre-mark for channelization at least 2 full working days prior to installation of the RPMs. (August 2016, City of Auburn GSP) Add the following new section: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 156 8-09.3(8) Remove Raised Pavement Markings All raised pavement markings shall be removed before placing a new asphalt concrete pavement overlay. Removal of markers shall be conducted in a manner that prevents damage to existing pavement. Damage to the existing pavement caused by Contractor’s negligence shall be repaired by the Contractor at the Contractor’s expense. Repairs shall be to the satisfaction of the Engineer. 8-09.4 Measurement (City Contracts, April 2019, City of Auburn GSP) Raised Pavement Markers will be measured by the unit for each marker furnished and installed. 8-09.5 Payment (City Contracts, February 2020, City of Auburn GSP) Supplement this section with the following: Payment will be made in accordance with Section 1-04.1 (Intent of the Contract) for the following bid items: “Remove Raised Pavement Markers”, Per Each “Raised Pavement Markers”, Per Each (City Contracts, September 2016, City of Auburn GSP) References to payment for Raised Pavement Markers are revised to the following: The unit contract price per each for “Raised Pavement Markers Type __” shall be full pay for furnishing and installing the markers in accordance with these specifications including all cost involved with traffic control except for reimbursement for labor for traffic control in accordance with Section 1-10 (Temporary Traffic Control). The unit contract price per each for “Remove Raised Pavement Markers” shall be full pay to remove each pavement marker. 8-12 Chain Link and Wire Fence 8-12.2 Materials (July 2023, City of Auburn GSP) Supplement this section with the following: Coated Chain Link Fence Chain link fence fabric shall be hot-dip galvanized with a minimum of 0.8 ounce per square foot of surface area. Fencing materials shall be coated with an ultraviolet-insensitive plastic or other inert material at least 2 mils in thickness. Any pretreatment or coating shall be applied in accordance with the manufacturer's written instructions. The Contractor shall provide the Engineer with the manufacturer's written specifications detailing the product and method of fabrication. All components of the fence shall be black. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 157 8-12.4 Measurement (City Contracts, July 2023, City of Auburn GSP) Supplement this section with the following: Coated chain link fence will be measured by the linear foot of completed fence along the ground line. No separate measurement will be made for coated chain link fence end, corner, or pull posts. 8-12.5 Payment (City Contracts, July 2023, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: Coated Chain Link Fence Type _____, per linear foot. Payment for “Coated Chain Link Fence Type ___” shall include all costs to furnish and install end, corner, and pull posts as required to construct the fence. No separate measurement or payment will be made for the different types of posts. 8-13 Monument Cases 8-13.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: This work consists of constructing, or adjusting, monuments, to proper grade, and the furnishing and placing of materials and other related work for monuments. 8-13.2 Materials (January 2017, City of Auburn GSP) Supplement this section with the following: Monument cases and covers shall be in accordance with the applicable City of Auburn Standard Details. Concrete used for setting the monuments shall be Class 3000. Bronze plug markers will be furnished by the City and provided to the Contractor. 8-13.3 Construction Requirements (January 2018, City of Auburn GSP) The second sentence of the second paragraph is revised to read: After the monument or monument case has been in place for a minimum of 3 calendar days, the roadway surface shall be patched in a workman like manner with Class ½ inch asphalt concrete pavement. (January 2017, City of Auburn GSP) Supplement this section with the following: The bronze plug marker shall be inserted in the concrete mix to the required line and grade. The concrete base shall be placed on a well-compacted foundation. When Type B DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 158 monuments are installed, the monument case shall be placed in such a manner that will not disturb the bronze plug markers. Where called for on the Plans, the Contractor shall adjust existing monuments to the grade as staked. The existing cast iron case and cover shall first be removed and thoroughly cleaned for reinstalling at the new grade. (August 2016, City of Auburn GSP) Add the following new section: 8-13.3(3) Reference Points (August 2016, City of Auburn GSP) The Engineer shall reference all monuments in advance of construction and shall reset the points and grades at the proper time. It shall be the responsibility of the Contractor to furnish materials and install required castings in accordance with the Plans. The Contractor shall carefully protect all reference points to the monuments and shall give the Engineer reasonable notice of the schedule for monument work in order to avoid destruction of the points. 8-13.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: Monument adjustment shall be measured by each monument adjusted to final grade. 8-13.5 Payment (City Contracts, December 2020, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Monument Type A (Modified)”, Per Each “Monument Type B (Modified)”, Per Each “Adjust Existing Monument”, Per Each Payment for “Monument Type B (Modified)” shall be full pay for the materials, labor, survey work, recording, adjustments to finish grade (including asphalt concrete patches), and other costs to install each monument. Payment for “Adjust Existing Monument” shall be full pay for the materials, labor, survey work, recording, asphalt concrete patches, and other costs to adjust each monument to final grade. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 159 8-14 Cement Concrete Sidewalks 8-14.1 Description (January 2017, City of Auburn GSP) Delete this section and replace it with the following: This work shall consist of construction of cement concrete sidewalks, including curb ramps with detectable warning strips. 8-14.3 Construction Requirements 8-14.3(1) Excavation (January 2017, City of Auburn GSP) Supplement this section with the following: Excavation for sidewalk and for curb ramps shall be in accordance with Section 2-03, (Roadway Excavation and Embankment). Embankments shall be compacted by Method B as specified in Section 2-03.3(14)C (Compacting Earth Embankments). Approved tampers shall be used in areas inaccessible to normal compaction equipment. The subgrade shall be graded to within 1 inch of established grade and the area between the sidewalk and the adjacent private property line shall be shaped to line, grade, and section shown on the Plans before the forms are set. 8-14.3(2) Forms (January 2017, City of Auburn GSP) Supplement this section with the following: Low areas in the subgrade shall be backfilled and compacted to the satisfaction of the Engineer. All high areas in the subgrade shall be cut down to meet the subgrade requirements. 8-14.3(3) Placing and Finishing Concrete (February 2023, City of Auburn GSP) The fourth paragraph is revised to read: Curb Ramps shall be constructed in accordance with the Plans. If any slope exceeds a maximum slope specified on the Standard Plans or Contract Plans or if any dimension is less than a minimum dimension specified on the Standard Plans or Contract Plans, the Contractor shall replace the curb ramp or a portion of the curb ramp as necessary and approved by the Engineer to bring the curb ramp into compliance. This work will be at the Contractor’s cost. (January 2017, City of Auburn GSP) Supplement this section with the following: Expansion and contraction (dummy) joints shall be located and constructed in accordance with the Standard Details. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 160 Expansion joints shall be formed by first cutting a groove in the concrete with a tee bar of a depth equal to, but not greater than the joint filler material, and then working the pre- molded joint filler into the groove. Pre-molded joint filler used for expansion joints shall be normal to and flush with the surface of the sidewalk. All joints, expansion and dummy, shall be positioned in true alignment at right angles to the line of the sidewalk. Where the sidewalk abuts a curb, or curb and gutter, the sidewalk shall be constructed with a thickened edge. Joints and the sidewalk perimeter shall be edged with a 3/8 inch to 1/2 inch radius edger. The surface of the sidewalks shall be brushed with a fiber hair brush of an approved type in a transverse direction except that at driveway and alley crossings it shall be brushed longitudinally. (August 2016, City of Auburn GSP) Add the following new section: 8-14.3(3)A Special Sidewalk (August 2016, City of Auburn GSP) (Downtown Sidewalk – 2x2 Scoring) The “Special 2x2 Scored Cement Concrete Sidewalk” shall be concrete with 2 ft. x 2 ft. scoring pattern with a light broom finish. (Downtown Street Corner Sidewalk - Brick) The “Special Brick Sidewalk” at street corners as specified on the Plans shall be constructed of brick pavers in a rectangular pattern. The patterns shall extend from the back of curb to the building face or property line and minimum of 10 feet in either direction from the corner of the property lines. The brick pavers shall be Mutual Materials “Holland” 8cm, or approved equivalent and the color shall be per Plans. 8-14.3(4) Curing (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Concrete sidewalks shall be cured per methods described in Section 5-05.3(13) (Curing), with the following exceptions if the curing compound method is used: • The Contractor shall use Type I clear curing compound per Section 9-23 (Concrete Curing Materials and Admixtures). • The Contractor shall not use white pigmented curing compound. • The curing agent shall be applied immediately after brushing and be maintained for a period of 5 calendar days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in event of rain or other unsuitable weather. Additional requirements for curing in hot weather shall be as follows: In periods of low humidity, drying winds, or high temperatures, a fog spray shall be applied to concrete after placement as soon as conditions warrant to DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 161 prevent the formation of shrinkage cracks. The spray shall be continued until conditions permit the application of liquid curing membrane or other curing media. Additional requirements for curing in cold weather shall be as outlined in Section 5- 05.3(14) (Cold Weather Work). 8-14.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: “Sidewalk Ramp Detectable Warning Retrofit,” will be measured by the square foot of truncated dome material installed on the existing ramp. 8-14.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Special 2x2 Scored Cement Concrete Sidewalk”, Per Square Yard “Special Brick Sidewalk”, Per Square Yard “Sidewalk Ramp Detectable Warning Retrofit”, Per Square Foot The unit contract price per square yard for “Cement Concrete Sidewalk”, “Special 2x2 Scored Cement Concrete Sidewalk”, and “Special Brick Sidewalk” shall be full pay for all work to complete the installation including subgrade preparation and thickened edges where identified. The unit contract price per square yard for “Sidewalk Ramp Detectable Warning Retrofit” shall be full pay for complete installation of the detectable warning patterns including all preparation of the existing sidewalk, labor, equipment and materials. 8-18 Mailbox Supports 8-18.2 Materials (January 2017, City of Auburn GSP) Supplement this section with the following: Anchor Bolts, Nuts, and Washers for the Neighborhood Delivery and Collection Box Unit shall be in accordance with Section 9-06.5 (Bolts) and Section 9-06.22 (Bolts, Washers, and Other Hardware). 8-18.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 162 Relocation of mailboxes shall be measured per each unit or cluster of mailboxes relocated. 8-18.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Relocate Type III Mailbox Support w/ boxes”, Per Each “Relocate Type IV N.D.C.B.U. (mailboxes)”, Per Each The unit contract price per each for relocating mailboxes shall be full payment to remove and re-install existing mailbox group, including all new materials necessary to install the support. 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical 8-20.1 Description 8-20.1(1) Regulations and Code (April 2018, City of Auburn GSP) The fourth paragraph is revised to read: Safe-wiring labels required by Labor and Industries shall apply on this project. 8-20.1(3) Permitting and Inspections (April 2018, City of Auburn GSP) Supplement this section with the following: The Contractor shall obtain electrical permit(s) from Washington State Department of Labor and Industries. Electrical Service inspection(s) will be performed by Labor and Industries. Obtaining the permit, requesting inspections, making corrections, and securing L&I approval is the responsibility of the Contractor. 8-20.2(1) Equipment List and Drawings (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Supplemental data for pole equipment, luminaries, splice kits, vehicle signal heads, pedestrian signal heads, pedestrian push button assemblies, video detectors, PTZ camera(s), junction boxes, conduit, conduit fittings, wiring, service/battery back-up cabinet, DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 163 controller cabinet (including controller and all other associated equipment in the cabinet), preemption detectors and discriminators, and all other electrical materials to be used on this project shall be submitted for approval before being incorporated into the work. Quantity, pole height, davit arm length, and mast arm length shall be indicated and consistent with the Plans. The Contractor shall submit supplemental data and material shop drawings for all structural items. The shop drawings and structural calculations shall clearly identify the type of equipment to be used and shall be stamped by a registered professional engineer registered. Shop drawings shall conform to the contract Plans. All material to be reviewed for the signal system shall be submitted in a single package. The City of Auburn reserves the right to inspect the manufacturing process of all materials. Final inspection and acceptance of the installed materials will not be given until final installation and testing has been completed on the system. Approval to install materials and equipment must be obtained from the Engineer at the job site, before installation. 8-20.3 Construction Requirements (December 2020, City of Auburn GSP) Add the following new section: 8-20.3(1)D Order of Work Except as specifically allowed in Section 8-20.3(1) (General), each element of existing signal, illumination, communication and ITS systems shall remain in operation until modified systems to replace such are operational and accepted by the Contracting Agency. This includes, but is not limited to temporary vehicle detection which shall be provided by the Contractor during construction to replace the function of existing vehicle detection systems prior to any project work that adversely impacts the function of existing detection systems. Temporary vehicle detection equipment shall be compatible with City signal cabinet and installation shall be coordinated with City traffic signal technicians. Contractor shall be responsible for ensuring temporary vehicle detection systems function properly at all times while in use. All existing illumination and traffic signal display and detection system equipment shall remain operational until the corresponding new equipment is constructed, tested, operational and accepted by the Engineer. Temporary video detection equipment shall be fully operational and accepted by the Engineer as a substitute for the function of any existing induction loop or video detection prior to any construction activities that render such existing traffic detection ineffective. Temporary video detection systems shall be in accordance with Section 8-20.3(14)I (Video Detection System) of these specifications. 8-20.3(4) Foundations (December 2021 City of Auburn GSP) Supplement this section with the following: Before placing the concrete, the Contractor shall block out around any other underground utilities that may lie in the excavated base to prevent foundation adherence to DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 164 the utility line. Concrete foundations shall be troweled, brushed, and edged. Exposed anchor bolts and conduits shall be promptly cleaned of any concrete after installation. Where no sidewalk is planned or exists, the top of the foundation shall be a minimum of 12 inches above roadway centerline, unless otherwise noted on the Plans. The joint between traffic signal cabinet and its foundation shall be sealed using a clear, waterproof, silicone caulk. 8-20.3(5) Conduit 8-20.3(5)A General (April 2018, City of Auburn GSP) Supplement this section with the following: Unless specified on the Plans, metal conduit shall not be used. Location wire placed for conduit containing, or that are to contain, fiber optic cable shall be 12 AWG. Conduit shall be in accordance with all provisions of Section 9-29.1 (Conduit, Innerduct, and Outerduct). Conduit runs installed entirely under sidewalk, driveways, and landscape areas may be Schedule 40 PVC unless otherwise noted on the Plans. The same type and schedule of conduit shall be used for the entire length of the run from outlet to outlet and from Schedule 80 PVC conduit crossing the roadway to the nearest junction box. Bends for conduits serving existing or future interconnect and fiber optic cables shall be no less than 4 feet in diameter. All conduit ends shall have bell end PVC bushings. Stubouts shall be installed as shown on the Plans. A pull tape shall be installed in all spare conduits for future conductors. The pull tape shall have printed sequential measurement markings at least every 3 feet. At least 2 feet of pull tape shall be doubled back into the conduit at each termination. Conduits without conductors (spare conduits) shall be plugged on both ends with mechanical plugs. Locate wire shall be installed in all empty or spare conduits, not in joint trench with conductors. Loop stubouts that are installed before the final lift of pavement shall be surrounded with a 6 inch PVC sleeve. This sleeve shall be extended below the top of the stubout and be flush with finished grade. All loop conduit shall be appropriately capped and sealed with a molded plug cap. Molded plug cap installation shall comply with manufacturer’s installation and recommendations. With the exception of connections to HDPE conduit, joints shall be connected with medium grade gray cement solvent applied per the manufacturer’s recommendations. The loop wires shall pass through a hole in the cap. The end of the conduit will also be sealed with moldable duct sealing compound. Sifted sand will be used to cover all exposed loop wires before final filling with loop sealant. All conduit shall display the Underwriter Laboratories certification (UL Listed). 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes (April 2018, City of Auburn GSP) Supplement this section with the following: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 165 All lids shall open away from the traveled way. Prior to construction of finished grade, if cable vaults are installed or adjusted, pre-molded joint filler for expansion joints may be placed around the cable vaults. The joint filler shall be removed prior to adjustment to finished grade. Junction boxes shall conform with all provisions of Section 9-29.2 (Junctions Boxes, Cable Vaults, and Pull Boxes). Junction Boxes shall be of the types indicated on the Plans. All Junction Boxes shall have slip-resistant surfaces, locking lids, and be equipped with Penta Head tamper resistant bolts as specified and detailed in the Plans. 6 inches of washed drain rock shall be placed inside the junction box and be spread evenly around all conduits. All three-way service connections leading to luminaires, including street crossings and service cabinet junction boxes shall be made with a SEC Model 1791-DP or approved equivalent. Box and vault lids shall be inscribed with a welded bead message with each letter being 4 inches tall and 3 inches wide as follows: “LT” if used exclusively for lighting “TS” if used exclusively for Traffic Signals “TS” “LT” if jointly used for lighting and traffic signals “COA COMM” if used for City of Auburn communications and/or for traffic signal interconnect. The lids and frames shall be hot dipped galvanized after the welded bead legend is installed. 8-20.3(8) Wiring (January 2017, City of Auburn GSP) Supplement this section with the following: All cable entering cabinets shall be neatly bundled and wrapped. The Contractor shall pull out and dispose of wire for the existing illumination system that is no longer needed. All costs for removal and disposal of wire shall be included in the unit contract price for “Illumination System Complete”. 8-20.3(9) Bonding, Grounding (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall provide junction boxes or other Engineer approved cover over all grounding rods. All junction boxes containing conductors carrying 120 volts or higher will have the lid and frame bonded to the system ground. The connections to the lid and frame will be made with approved compression type ring terminals. The braid will be of sufficient length so that the lid may be easily removed and placed next to the junction box. It will be routed around all cables so that it does not pass thorough any cable loops. In the case of Type 8 junction boxes, both lids shall be bonded. When loop lead-in wires or interconnect wire are the only wires in the junction box, bonding is not required. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 166 8-20.3(10) Service, Transformer, and ITS Cabinets (April 2018, City of Auburn GSP) Delete this section and replace it with the following: A three-wire electrical service shall be used at 120/240 volts. Electrical service cabinets shall be per Section 9-29.24 (Service Cabinets) and shall be installed where shown on the Plans. Power service cabinets shall be labeled by the Contractor to meet PSE Construction meter requirements: The label shall indicate the “City of Auburn” identification, the specific use of the service, and the general site address (example: City of Auburn, Street Lighting – 123 E Main St). The label shall be a permanent engraved phenolic nameplate or die-cut adhesive label at least 1 inch high. PSE will not provide the power meter without this permanent label. Where underground power service is not utilized, overhead electrical service shall be brought to the power service cabinet through a conduit riser with a weather head on the service pole. The service shall be split in the load center into a 120 VAC/240 VAC circuit for the traffic signal and street lighting systems. The Contractor shall provide and install service wire and PVC conduit between the service cabinet and the point of power service location as shown in the Plans. 8-20.3(11) Testing (August 2016, City of Auburn GSP) The last paragraph is revised to read: Unless otherwise approved by the Engineer, signal turn-on will only be allowed Monday through Thursday (except for holidays or the day before a holiday), between the hours of 9:00 a.m. and 2:00 p.m. (April 2018, City of Auburn GSP) Supplement this section with the following: For traffic signal turn-on, City personnel will put the signal into operation. The Contractor shall be present during the turn-on with adequate equipment to repair any deficiencies of signal operation. All newly installed signal and pedestrian heads and pedestrian pushbuttons shall be fully covered with black plastic or yellow nylon cloth that is firmly attached, until such time for the signal turn-on. 8-20.3(13) Illumination Systems 8-20.3(13)A Light Standards (April 2018, City of Auburn GSP) Supplement this section with the following: The poles shall be plumb with no shims. The poles shall be plumbed on leveling nuts secured to the anchor bolts and locking nuts on top of the base flange. The side of the shaft opposite the load shall be plumbed using the leveling nuts. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 167 The void between the foundation and the pole flange shall be no larger than 2 inches and shall be completely filled around the conduit(s) with dry pack mortar and neatly troweled. A ¼ inch weep hole shall be installed on the downward slope side of the pad. The dry pack mortar consists of 1:2 cement to fine sand mixture with enough water to allow the mixture to stick together when molded into a ball by hand, but which will not exude water when pressed. 8-20.3(13)C Luminaires (November 2020, City of Auburn GSP) Supplement this section with the following: All luminaires, shall be in accordance with all provisions of Section 9-29.10 (Luminaires) and shall be installed according to the manufacturer's recommendations and as specified herein. Contractor shall furnish man-lift truck for use in final inspection of luminaire system. Luminaires shall be leveled in 2 planes. One plane perpendicular to the curb (parallel to davit arm), the other plane parallel to the roadway surface. The luminaire shall be bolted to the davit arm by means of cast-in inserts and this detail shall be coordinated with the standard manufacturer to ensure proper fit. The terminal board shall have lugs of a 240-volt 3-wire power source. Terminals shall be labeled line- neutral-line. The neutral terminal shall be grounded to the metal housing of the luminaire. All luminaires shall be provided with markers for positive identification of light source and wattage per Section 9-29.10 (Luminaires) of the Standard Specifications. (August 2016, City of Auburn GSP) Add the following new section: 8-20.3(13)F Luminaire Fusing Luminaire fusing and electrical connections at lighting standard bases shall be per Section 9-29.7 (Luminaire Fusing and Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases) except that light standards shall be provided with 2 in-line fuse holders, per this section, with the fuses mounted inside the pole and readily accessible from the access hole, electrical splices shall be in the junction box near each pole in accordance with the applicable City of Auburn Standard Details.. All luminaries shall be fused in the pole base with a “Y” type quick disconnect fuse system. 8-20.3(14) Signal Systems 8-20.3(14)B Signal Heads (January 2017, City of Auburn GSP) Supplement this section with the following: Vehicular Signal Heads All signal heads shall meet the requirements of Section 9-29.16(2) (Conventional Traffic Signal Heads). Lens sizes shall be as shown in Contract Plans, Signal Head Type Details. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 168 Overhead mounted signals shall be adjusted in the field such that a person standing on the pavement can see the brightest image of all vehicle signal sections from a distance complying with current MUTCD standards. Signal heads shall be plumbed, and aiming shall be by reference to the RED signal section. Masking of optically programmed signal heads shall take place just before “turn-on” and after all field adjustments have been made. After masking, no further head position adjustments shall be made without the approval of the Engineer. Any final adjustments required shall be made in the Engineer’s presence. Pedestrian Signal Heads Pedestrian signals shall be in accordance with all provisions of Section 9-29.20 (Pedestrian Signals). Pedestrian signal heads shall be mounted with the bottom of the signal housing 8 feet above the sidewalk or ground surface. 8-20.3(14)C Induction Loop Vehicle Detectors (April 2018, City of Auburn GSP) Supplement this section with the following: Loops shall be wound clockwise and consist of 4 turns of loop conductor. From the loops to the junction box, the loop wires shall be twisted two turns per foot and labeled at the junction box in accordance with the loop schematics included in the Plans. A 3/8-inch saw cut will be required for the twisted pair. Loop wires shall be connected to the lead-in cable using compression sleeves and sealed with 2-inch wide rubber mastic tape. An extra 10 feet of both loop wires and lead-in cable shall be coiled neatly in the junction boxes for future work. Loops shall be round and saw cuts shall be 6-foot diameter and shall be constructed using equipment designed for cutting round loops. The equipment shall use a concave, diamond-segmented blade. The saw cuts shall be vertical and shall be a minimum of 0.25 inches wide. The saw cut depth shall be minimum of 2 ½ inches and maximum of 3 inches measured at any point along the perimeter. The bottom of the saw cut shall be smooth. No edges created by differences in saw cut depths will be allowed. Unless shown otherwise shown on the Plans, the stop bar loops shall be spliced in series per lane, mid and advance loop wires shall be spliced in parallel per lane and system loops shall be spliced into individual home runs per lane. 8-20.3(14)E Signal Standards (January 2017, City of Auburn GSP) Supplement this section with the following: The poles shall be installed on leveling nuts secured to the anchor bolts and locking nuts on top of the base flange. The side of the shaft opposite the load shall be plumbed using the leveling nuts. The void between the foundation and the pole flange shall be completely filled around the conduit(s) with dry pack mortar and neatly troweled. The distance between the foundation and the bottom of pole flange shall be less than 2 inches except for poles located within sloping portion of curb ramps where the distance may be up to 3 inches. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 169 The dry pack mortar consists of 1:2 cement to fine sand mixture with enough water to allow the mixture to stick together when molded into a ball by hand but will not exude water when pressed. The lower handhole cover shall be fastened with a tamperproof bolt. (August 2016, City of Auburn GSP) Add the following new section: 8-20.3(14)F Emergency Vehicle Pre-Emption Detector The Contractor shall provide and install 3M Company 700 Series preemption detectors at locations as shown in the Plans. The emergency preemption detectors shall be solid-state devices in weather resistant housing. The detectors shall be capable of detecting an optical signal generated by an Opticom brand emitter (3M Company). The detectors shall detect the optical signals from the emitter, amplify the signal, and transmit it to the phase selector. The detectors shall have a range control capable of being adjusted up to a maximum of 1/3 mile. Detectors shall be installed in compliance with manufacturer installation instructions and recommendations. Phase Selector The Contractor shall provide phase discriminator units as required to obtain the necessary number of channels for each leg of the intersection. The phase discriminator shall be a solid state, rack mounted device which shall provide power to the detectors. The phase selector shall receive the amplified signal from the detector, verify it as valid, and send an input to the controller. This input shall be for the duration of the detected signal plus 8 to 10 seconds additional time after the signal is lost. Four channels shall be provided. The phase selector shall also include the following features: 1. High and low priority discrimination, 2. Settable signal intensity threshold for up to at least 2,500 feet, 3. Computer based user interface, 4. Front panel switches and indicators for testing, and 5. 20,000 priority/ vehicle class/ vehicle code ID combinations. (August 2016, City of Auburn GSP) Add the following new section: 8-20.3(14)G Interconnect Network Traffic signal interconnect cable shall be installed as shown in the Plans and in accordance with all provisions of Section 9-29.3 (Fiber Optic Cable, Electrical Conductors, and Cable). All cable shall be installed in compliance with the manufacturer’s installations and recommendations. (December 2021, City of Auburn GSP) Add the following new section: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 170 8-20.3(14)H Pedestrian Push Buttons and Signs Push buttons shall be in accordance with Section 9-29.19 (Pedestrian Push Buttons) and installed per the manufacturer’s directions and recommendations. Pedestrian push button assemblies shall be securely fastened to the signal standard or pedestrian pole using stainless steel fasteners. Signal standards shall be drilled and tapped for mounting push buttons. Push buttons shall be installed between 42-inches and 46-inches measured from the centerline of push buttons to the adjacent level landing. The push button must be reachable within 10 inches from the level landing. Braille is required on push button placards and the contractor is responsible to make sure they are placed in the correct locations. (November 2020, City of Auburn GSP) Add the following new section: 8-20.3(14)I Video Detection System When video detection is shown in the Plans, the Contractor shall provide and install a fully functional Trafficon by Kar-Gor or Econolite Vision video detection camera system, as called out in the plans including all auxiliary equipment, cameras, housings, and mounts, and all required mounting hardware, cables, connectors, and wiring per Section 9-29.23 (Video Detection Cameras). The Contractor shall allow two weeks to schedule a Kar-Gor or Econolite representative to assist with the system installation and turn on. Final adjustment of the cameras shall be done by the Contractor in the presence and at the direction of the City of Auburn Traffic Signal Technician. (April 2018, City of Auburn GSP) Add the following new section including subsections: 8-20.3(14)J Closed Circuit Television (CCTV) Camera System 8-20.3(14)J.1 Description (April 2018, City of Auburn GSP) This work consists of providing a television surveillance camera system to include provision and installation of camera assemblies (camera, lens, and housing), pan and tilt drives, Ethernet switch, cables, patch cords and other equipment necessary to provide a complete and operable fiber optic-based closed circuit television (CCTV) system. The CCTV camera or camera’s shall be delivered to the City of Auburn Maintenance and Operations building for setup and testing. 8-20.3(14)J.2 Materials (April 2018, City of Auburn GSP) CCTV system materials shall be per Section 9-29.27 (CCTV System). The CCTV camera shall be a Cohu RISE 4260. Unless otherwise indicated in the Plans or specified in the Special Provisions, all materials shall be new. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 171 8-20.3(14)J.2(1) Mounting (August 2016, City of Auburn GSP) Mounting of camera on luminaire/signal poles shall utilize Cohu pole mounts and equipment and hardware shown in the Plans. 8-20.3(14)J.3 Construction Requirements (April 2018, City of Auburn GSP) For each new CCTV camera shown in the Plans, the Contractor shall furnish, install, and setup a CCTV camera system that includes the camera, mounting materials, cables, cable splices, Ethernet switch, and any additional equipment and hardware required for a complete and operational CCTV camera system, per Section 9-29.27 (CCTV SYSTEM). 8-20.3(14)J.3(1) General Cable Installation (April 2018, City of Auburn GSP) The Contractor shall submit to the Engineer the method that is intended to be used to install the various cables. Any cable runs which have damaged jackets or do not pass the appropriate test will be rejected and shall be replaced by the Contractor at no additional cost to the City of Auburn. Shielded cables terminated at a cabinet shall have their shields grounded at the cabinet at one end and insulated at the other. Insulated spade type terminals shall be used when connecting wire to terminal blocks. Cables at the camera end shall be soldered to the connectors provided with the equipment using established techniques. The rear connection area shall be filled with silicone rubber compound. The cables to the camera shall be encased in a flexible sheath to form one cable between the camera and the local control cabinet. All cables shall be supported so that there is no weight being transferred from the camera cable to the entry points through poles or extrusions. All holes through poles shall be sealed with outdoor rated watertight grips. All cables shall be tagged with permanent markers of PVC identifying their use. Cables shall be tagged at both ends and at every junction box location. 8-20.3(14)J.3(2) Camera Cable (August 2016, City of Auburn GSP) Camera cables shall extend from the camera control receiver to the camera and pan/ tilt drive unit. These cables shall provide camera power, environmental housing heater power, pan/ tilt drive power and controls, camera lens controls, and additional wires for preset positioning of pan/ tilt and lens. The number and size of wires required in the camera cable is dependent upon the vendor selected for pan/tilt drives. The Contractor shall provide and install camera cables with the proper type and quantity of conductors to enable connection as recommended by the selected vendors and as required to provide for proper operation of the closed circuit television system. Camera cables shall be as per the manufacturer’s specifications and designed for long life operation under adverse weather conditions. Cable connectors at the camera housing and pan/tilt drive shall be waterproofed in accordance with vendor DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 172 recommendations. Camera cables shall be terminated on terminals in the camera control cabinet. 8-20.3(14)J.3(3) CCTV System Test (April 2018, City of Auburn GSP) The Contractor shall allow the City 2 weeks to setup and test the PTZ camera(s). If problems are found by the City during each testing phase, the Contractor shall repair, replace, or reconfigure each CCTV camera installation as necessary, at no additional cost to the Contracting Agency. (August 2016, City of Auburn GSP) Add the following new section including subsections: 8-20.3(14)K Wireless Broadband Communications System 8-20.3(14)K.1 Description (August 2016, City of Auburn GSP) The work specified in this section shall include the furnishing and installation of wireless interconnect communication system devices, cables, outdoor hardened Ethernet hub or switch, patch cords and associated components in accordance with the Plans and specifications. The Contractor shall provide materials, equipment, labor and the expertise required for the construction of a traffic signal/ITS wireless broadband communication system to interconnect the proposed traffic signal and ITS equipment with the City of Auburn’s existing ITS system infrastructure as shown in the Plans and in accordance with these Special Provisions. All equipment shall be installed in compliance with the manufacturer’s installations and recommendations. 8-20.3(14)K.2 Wireless Broadband System Materials (August 2016, City of Auburn GSP) The Contractor shall provide all products and materials required for the installation and splicing of the specified communications cables and associated interface devices. 8-20.3(14)K.3 Testing, Mounting and Wiring (November 2020, City of Auburn GSP) Broadband radio/panel antenna units shall be mounted on signal mast-arms or signal poles as indicated in the Plans. All units shall be installed utilizing Pelco Products, Inc. Astro- Brac or approved equivalent mounts per the wireless equipment manufacturer’s recommendations for outdoor pole-mounted applications. All mountings shall have stainless steel hardware and provide a weather-tight cable passage between the wireless unit and the pole. All wireless AP, and Ethernet setup, configurations and testing shall be done in consultation with the City’s IT department and the Engineer. The Contractor shall drill a 1-inch-diameter hole in the pole, deburr and provide rubber grommet prior to pulling cables. Cables shall be routed through traffic signal system conduits and junction boxes as shown in the Plans and terminated in the local signal controller cabinet. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 173 Sufficient cable, 10 feet where bending radius permits, shall be left in each cabinet to properly terminate the cables. No splicing of communication cables shall be allowed. Ethernet cables shall be routed in the cabinet and be plugged into a RUGGEDCOM RS900 Ethernet switch 8-20.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: No unit of measure shall apply to the lump sum signal and lighting items specified in this section. Vaults and junction boxes shall be measure per each unit installed. Removal and resetting of the traffic signal items listed in the payment section shall be per each item removed and re-installed. 8-20.5 Payment (City Contracts, April 2017, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Signal Interconnect System Complete”, Per Lump Sum “Video Detection System Complete”, Per Lump Sum “Splice Vault”, Per Each “Pull Box”, Per Each “Locking Junction Box”, Per Each “Adjust Existing Junction Box”, Per Each “Remove Signal Head”, Per Each “Remove Traffic Video Detection Camera”, Per Each “Remove and Reset Signal Head”, Per Each “Remove and Reset Video Detection Camera”, Per Each “Replace & Recycle Signal Head Modules”, Per Each “Replace Signal Controller Cabinet”, Per Each “Backplate Tape”, Per Each “Louvered Backplate”, Per Each DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 174 “Traffic Video Detection Camera”, Per Each “Wide Angle Traffic Video Detection Camera”, Per Each “Signal Pole Terminal Cabinet”, Per Each “Signal Head with Mount”, Per Each “Signal Controller and Smart Monitor”, Per Each “Remove Street Light”, Per Each “Induction Loop Vehicle Detector”, Per Each The unit contract cost for “Remove Signal Head” and “Remove Traffic Video Detection Camera” shall include all work related to salvaging and removal of existing system components. The Lump Sum Contract price for “Traffic Signal Revision Signage” shall be full pay for supplying, installing, maintaining and removing the sign and posts according to the Contract documents, including. Supplying and installing the warning placards on each of the signal heads identified in Detail A and Detail D of the Contract Plans. The unit Contract prices for “Remove and Reset Signal Head” and “Remove and Reset Video Detection Camera” shall be full pay for Work associated with the removing, transporting, resetting, rewiring, repairing existing mounting location, and for supplying and installing all materials and any needed mounting fixtures and wiring. The unit Contract price for “Replace & Recycle Signal Head Modules” shall be full pay for Work associated with removal and recycling of existing modules and supplying and installing LED modules. The unit Contract price for “Replace Signal Controller Cabinet” shall be full pay for Work associated with removing existing cabinet and components from the foundation and salvaging, supplying and installing all necessary materials including cabinet, signal controller, MMU, other specified internal components, wiring, mounting hardware, and testing. The unit Contract price for “Backplate Tape” shall be full pay for Work associated with supplying the materials and installing according to the Contract Plans. The unit Contract price for “Louvered Backplate” shall be full pay for Work associated with supplying the materials and installing according to the Contract documents. The unit Contract prices for “Traffic Video Detection Camera” and “Wide Angle Traffic Video Detection Camera” shall be full pay for Work associated with supplying and installing all necessary materials including cameras, wiring, mounting fixtures, surge suppressors, BNC two wire adapter, fuse blocks and video cards for a complete system. Note: only one video card is required per two traffic video cameras per intersection installed; the Wide Angle Traffic Video Detection camera uses one Trafficam “Edge” card. The unit Contract price for “Signal Pole Terminal Cabinet” shall be full pay for Work associated with supplying and installing all materials and wiring according to the Contract documents. The unit Contract price for “Signal Head with Mount” shall be full pay for Work associated with supplying materials (including louvered backplate with tape), wiring, DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 175 mounting, and installing according to the Contract documents; no adjustment will be made signal head type nor for mounting type. The unit Contract price for “Traffic Signal Controller and Smart Monitor” shall be full pay for Work associated with supplying and installing the controller and smart monitor boards, including wiring, and testing according to the Contract Plans. The unit contract cost for “Remove Street Light” shall include all work, materials, and labor to remove the street light and components, and for all costs related to salvaging, when identified. The unit contract cost for “Induction Loop Vehicle Detector” shall include all Work associated with installing, splicing, and testing each loop. 8-21 Permanent Signing 8-21.3 Construction Requirements (January 2017, City of Auburn GSP) Supplement this section with the following: Signs shall be manufactured and installed in accordance with the current edition of the Washington State Sign Fabrication Manual of the Department of Transportation, and the Manual on Uniform Traffic Control Devices, and all provisions of Section 9-28 (Signing Materials and Fabrication). Code numbers on the Plans are in reference to the Washington State Sign Fabrication manual. Signs located in sidewalks or paved areas only shall be installed with Sono tubes. Relocated signs shall be installed on new posts unless otherwise specified. Postholes shall allow placement of backfill around the post. 8-21.3(4) Sign Removal (January 2017, City of Auburn GSP) Supplement this section with the following: Costs for removing existing signs shall be included in the lump sum contract price for “Permanent Signing”. 8-21.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Supplement this section with the following: “Relocate Permanent Traffic Sign and Post” shall be measured per each unit of work completed and accepted. “Remove Traffic Sign” and “Traffic Sign” will be measured by each sign removed or installed. 8-21.5 Payment (City Contracts, February 2024, City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items that are included in the Proposal: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 176 “Relocate Permanent Traffic Sign and Post”, Per Each “Remove Traffic Sign”, Per Each “Traffic Sign”, Per Each The unit Contract price for “Relocate Permanent Traffic Sign and Post” shall be full pay for Work associated with the removing, salvaging, repairing existing mounting location, and reinstalling the sign and post according to the Contract Plans and these Specifications. The unit Contract price for “Remove Traffic Sign” shall be full pay for Work associated with the removing, salvaging, and repairing existing mounting location. The unit Contract price for “Traffic Sign” shall be full pay for supplying and installing the sign and mounting hardware according to the Contract Plans and these Specifications. 8-22 Pavement Marking 8-22.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall notify the Engineer of intention to receive approval of the channelization pre-mark at least 48 hours in advance. 8-23 Temporary Pavement Markings 8-23.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: Short Term Temporary Pavement Markings shall only be used when the temporary striping is anticipated to last less than 6 months. Phasing that will require temporary alignment longer than 6 months should install striping per Section 8-22 (Pavement Marking). 8-24 Rock and Gravity Block Wall and Gabion Cribbing 8-24.2 Materials (January 2017, City of Auburn GSP) Supplement this section with the following: Materials shall meet the requirements of the following sections of the Standard Specifications or as noted. Spall Backfill for Walls 9-13.1 DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 177 Perforated PVC Underdrain Pipe 9-05.2(6) Rock used for rock wall shall be sound, hard, durable, ledge rock of a uniform color and obtained from a commercial quarry. Rock is to be free of seams, cracks, loose stratification or other defects tending to destroy its resistance to weather. The rock shall have a density of at least 145 pounds per cubic foot. All two-man rocks (200-600 pounds) shall be a minimum of 12 inches in the least dimension. All three-man rocks (600-1,000 pounds) shall be a minimum of 18 inches in the least dimension. 8-24.3 Construction Requirements (January 2017, City of Auburn GSP) Supplement this section with the following: The rock wall shall be constructed one course at a time. Rock selection and placement shall be such that at least 80% of the exposed face of the wall is rock. Each horizontal row of rocks shall be seated and bedded by placing the specified backfill behind the rock to provide a stable condition for the entire wall. Each rock shall be keyed into adjacent rocks by utilizing the natural irregular shapes of the rocks. Voids larger than 2 inches shall be filled by wedging smaller rock of the same quality into the voids until the maximum remaining void is 2 inches or less. 8-24.4 Measurement (City Contracts, January 2017, City of Auburn GSP) Delete this section and replace it with the following: “Rock Wall” will be measured by the length and height of finished wall surface including that portion of the “Rock Wall” toed into existing ground. 8-24.5 Payment (City Contracts, April 2017, City of Auburn GSP) Delete this section and replace it with the following: Payment will be made for each of the following Bid items that are included in the Proposal: “Rock Wall”, Per Square Foot The unit contract price for “Rock Wall” shall include all costs for excavation, backfill, underdrain pipe installation, and rock placement. Piping and connection to storm sewer system, if required, shall also be included in the unit price for “Rock Wall,” unless otherwise specified. (August 2016, City of Auburn GSP) Supplement Division 8 with the following new section including subsections: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 178 8-32 Fiber Optic Communications 8-32.1 Description (November 2020, City of Auburn GSP) The work specified in this section shall include the furnishing and installation of fiber optic cables, splices, splice enclosures, custom labels patch panels and associated components in accordance with the Contract Documents. The Contractor shall provide materials, equipment, labor and the expertise required for the underground installation of fiber optic cables as components of the ITS network. Fiber optic communications materials shall be per Section 9-29.3 (Fiber Optic Cable, Electrical Conductors, and Cable). 8-32.2 Construction Requirements 8-32.2(1) Contractor Qualifications (August 2016, City of Auburn GSP) Installation and testing of fiber optic communications is a specialized trade that requires specific skills that can only be gained by experience. The City has determined that the successful completion of the fiber optic communications work specified in the Contract Documents require that the Contractor or its subcontractor, whichever shall be completing the fiber optic communications work, meet the following minimum qualification requirements: 5-years’ experience installing fiber optic systems, including cable and splices, and fiber optic systems of similar type and size to those specified in the Contract Documents, ability to provide three (3), non-City of Auburn, public agency references that can provide verification of the Contractor’s or subcontractor’s experience and confirm that the Contractor or subcontractor successfully completed the installation and testing of fiber optic systems of similar type and size to those specified in the Contract Documents. The Contractor or its subcontractor will not be allowed to begin work on fiber optic communications until the City has verified that the Contractor or its subcontractor satisfies these qualifications requirements. 8-32.2(2) Quality Assurance (August 2016, City of Auburn GSP) All work described in this section shall meet or exceed the applicable provisions of the following documents: 1. ANSI/EIA/TIA-455, Standard Test Procedures for Fiber Optic Fibers, Cables, Transducers, Connecting and Terminating Devices, and Other Fiber Optic Components. 2. ANSI/TIA/EIA-526-7, Measurement of Optical Power loss of Installed Single-Mode Fiber Cable Plant. 3. ANSI/TIA/EIA-568-B, Commercial Building Telecommunications Cabling Standard 4. ANSI/TIA/EIA-569-A, Commercial Building Standard for Telecommunication Pathways and Spaces. 5. ANSI/TIA/EIA-598, Optical Fiber Cable Color Coding. 6. ANSI/TIA/EIA-607, Commercial Building Grounding and Bonding Requirements for Telecommunications. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 179 7. ANSI/TIA/EIA-758, Customer-Owned Outside Plant Telecommunications Cabling Standard. 8. BICSI: BICSI Telecommunications Cabling Installation Manual (TCIM). 9. BICSI: BICSI Telecommunications Distribution Methods Manual. 10. BISCI: BICSI Customer-Owned Outside Plant Design Manual. 8-32.2(3) Fiber Optic Cable Installation (August 2016, City of Auburn GSP) Fiber optic cables shall be installed in continuous lengths without intermediate splices throughout the entire project, except at the location(s) specified in the Plans. The cable installation personnel shall be familiar with the cable manufacturer’s recommended procedures including but not limited to the following: 1. Proper attachment to the cable strength elements for pulling during installation. 2. Cable tensile limitations and the tension monitoring procedure. 3. Cable bending radius limitations. The Contractor shall comply with the cable manufacturer’s specifications. To accommodate long continuous installation lengths, bi-directional pulling of the fiber optic cable is approved and shall be implemented as follows: From the midpoint, pull the fiber optic cable into the conduit from the shipping reel. When this portion of the pull is complete, the remainder of the cable must be removed from the reel to make the inside end available for pulling in the opposite direction. This is accomplished by hand pulling the cable from the reel and laying into large figure eight loops on the ground. The purpose of the figure eight pattern is to avoid cable tangling and kinking. The loops must be laid carefully one upon the other (to prevent subsequent tangling) and must be in a protected area. The inside reel end of the cable is then available for installation. In some cases, it may be necessary to set up the winch at an intermediate cable vault. The required length of cable is pulled to that point, and brought out of the cable vault and coiled into a figure eight. The figure eight is then turned over to gain access to the free cable end which can then be reinserted into the duct system for installation into the next section. Installation shall involve the placement of the fiber optic cables in a specified innerduct or conduit as defined in the Plans. The Contractor shall ensure that innerducts are secured to prevent movement during the cable installation. Prior to pulling fiber optic cables through existing conduits, the Contractor shall verify that the conduits are clear of any debris and that the conduits have enough room to accommodate the new fiber and any existing conductors (where present and not specified for removal). Where noted on the Plans, the Contractor shall remove the existing copper interconnect cable prior to installing the new fiber optic cable. The pulling eye/sheath termination hardware on the fiber optic cables shall not be pulled over any sheaves. When power equipment is used to install the fiber optic cables, it must be designed to be used with fiber optic cable. Low speeds shall be used, not to exceed 100 feet per minute. The equipment must show the rate of pull, tension and automatically shut down if any cable pulling parameters are exceeded. The tensile and bending limitation for fiber optic cables shall not be exceeded under any circumstances. The use of large diameter wheels, DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 180 pulling sheaves, and cable guides shall be used to maintain the appropriate bending radius. Tension monitoring shall be accomplished using commercial dynamometers or load-cell instruments. 8-32.2(4) Fiber Optic Cable Splicing (August 2016, City of Auburn GSP) This section describes minimum requirements for splicing and connecting of the specified fiber optic cables. Field splices for mainline to lateral cables and for end-to-end mainline cables shall be located as shown in the Plans. No additional splices shall be allowed without the approval of the Engineer All fusion splicing equipment shall be in good working order, properly calibrated, and meet all industry standards and safety regulations. Cable preparation, closure installation, and splicing shall be accomplished in accordance with accepted and approved industry standards. Upon completion of the splicing operation, all waste material shall be deposited in suitable containers, removed from the job-site, and disposed of in an environmentally acceptable manner. The Contractor shall use the fusion method with local injection and detection for all fiber optic splicing. The average splice loss of each fiber shall be 0.10 dB or less. The average splice loss is defined as the summation of the attenuation as measured in both directions through the fusion splice, divided in half. No individual splice loss measured in a single direction shall exceed 0.15 dB. The Contractor shall seal all cables where the cable jacket is removed. The cable shall be sealed per the cable manufacturer’s recommendation with an approved blocking material. All below ground splices shall be contained in re-enterable waterproof splice enclosures. All splices shall be contained in splice trays utilizing strain relief, such as heat shrink wraps, as recommended by the splice tray manufacturer. Upon sealing the splice closure, the Contractor shall show that the closure maintains 100 psi of pressure for a 24-hour period. At all fiber optic splice locations, the Contractor shall neatly coil and secure a slack loop of fiber optic cable in a manner that is consistent with optical fiber specifications, including minimum bend radius. 8-32.2(5) Fiber Optic Cable Labeling (December 2020, City of Auburn GSP) Permanent cable labels shall be used to identify fibers and patch cords at each termination point. The cable labels shall consist of white colored heat shrink wraps with identification showing the cable segment, and the far end of the cable. The cable shall be labeled with non-fading permanent ink. Fiber Optic Cable shall have custom City of Auburn labels in Vaults and at aerial attachment points. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 181 8-32.2(6) Fiber Optic Cable Racking in Cable Vaults (August 2016, City of Auburn GSP) After the cables are installed and spliced, cables, and innerducts shall be racked with spare conduits and innerducts sealed. Since there is substantial risk of damage to optical fibers by careless handling of the cables, much care shall be exercised, especially with regard to observing the minimum bending limitations. Cables shall be racked in vertical figure eight loops, which shall permit pulling slack from the vault without introducing twist to the cable. Lateral cables shall be placed behind the main cables when changing levels. Cables or innerducts shall be secured in racked position with outdoor rated cable ties. City of Auburn identification/warning tags shall be securely attached to the cables or innerducts in at least two locations in each cable vault or pull box and once in every J-box passed through. The Identification Tag shall be a custom orange label saying “COA Fiber Optic Cable, If Damaged Call 911” and label origin and destination of the fiber identified. All coiled cable shall be suitably protected to prevent damage to the cable and fibers. Racking shall include securing cables or innerducts to brackets (racking hardware) that extend from the side walls of the cable vault or pull box. The Contractor shall provide all required brackets and other racking hardware required for the fiber optic cable racking operations as specified. All racking hardware shall be stainless steel. 8-32.2(7) Fiber Optic Patch Panels (August 2016, City of Auburn GSP) A fiber optic patch panel shall be installed in every signal controller cabinet where a new fiber optic connection is shown in the Plans per Section 9-29.13 (Traffic Signal Controllers). The patch panel shall be attached to Contractor supplied ¼-inch aluminum plate attached to the signal side rails with spring nuts. 8-32.2(8) Fiber Optic Splice Case (August 2016, City of Auburn GSP) Splice enclosures shall be supplied and installed where shown the Plans that specify installation of a new fiber optic connection in a Vault or Pull box per Section 9.29.3(1)A (Singlemode FiberOptic Cable) (SCF). The SCF splice closures shall be available in canister (butt) and in-line styles to fit most applications. All end-caps feature two express ports for uncut feeder cables. QUICK- SEAL™ Mechanical Seal drop ports shall be utilized because they allow for rapid and easy installation during initial build or future expansions. The Splice Closure Housing shall be non-metallic. It shall be resistant to solvents, stress cracking and creep. The housing materials shall also be compatible with chemicals and other materials to which they might be exposed in normal applications. The optical fiber closure shall be capable of accepting any optical fiber cable commonly used in interoffice, outside plant and building entrance facilities. As an option, the ability to double the cable capacity of an installed canister splice closure by use of a kit shall be available. Such a conversion shall not disturb existing cables or splices. Encapsulation shall not be required to resist water penetration. The splice closure shall be re-enterable. The closure end-cap shall be capable of accepting additional cables without removal of the sheath retention or strength-member-clamping hardware on DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 182 previously installed cables or disturbing existing splices. The optical fiber splice closure shall provide a clamping mechanism to prevent pistoning of the central member or strength members and to prevent cable sheath slip or pullout. The splice closure shall have appropriate hardware and installation procedures to facilitate the bonding and grounding of metal components in the closure and the armored cable sheath. The cable bonding hardware shall be able to accommodate a copper conductor equivalent to or larger than 6 AWG. 8-32.3 Fiber Optic Cable Testing (August 2016, City of Auburn GSP) The Contractor shall provide certified documentation or test results that demonstrate that all fiber optic cables meet the specified optical and mechanical performance criteria before and after installation. Upon completion of the fiber optic cable installation (and splicing) the Contractor shall perform testing specified herein. The Contractor shall provide the Engineer with a minimum of 7 calendar days prior notice of the start of testing. The installed optical fiber cable shall comply with the transmission requirements of this specification, the cable and hardware manufacturer’s specifications, and prescribed industry standards and practices. All backbone and horizontal cabling, which is terminated by the contractor, shall be tested to applicable EIA/TIA Standards. Upon completion of the tests all fiber optic cable coils shall be secured with ends capped to prevent intrusion of dirt and water. 8-32.3(1) Insertion Loss Testing (August 2016, City of Auburn GSP) Insertion loss testing shall be used to measure end-to-end attenuation on each new fiber installed between a field device and the City control facility. The insertion loss for each mated fiber optic connector pair shall be  0.75 dB Reflectance for single-mode single fiber UPC cable assemblies shall be  -55 dB Mated connector pair loss testing shall be based on one unidirectional optical time domain reflectometer (OTDR) inspection in accordance with the OTDR operating manual for systems greater than 300 feet. In addition to connector insertion loss for each mated pair, the contractor shall perform end-to-end insertion loss testing for each multimode fiber at 850 nm and 1300 nm from one direction for each terminated fiber span in accordance with EIA/TIA-526-14A (OFSTP 14) and single-mode fibers at 1310 nm and 1550 nm from one direction for each terminated fiber span in accordance with TIA/EIA-526-7 (OFSTP 7). For spans greater than 300 feet, each tested span must test to a value less than or equal to the value determined by calculating a link loss budget. For horizontal spans less than or equal to 300 feet, each tested span must be < 2.0 dB. The Contractor shall inspect each terminated multimode fiber span for continuity and anomalies with an OTDR at 1300 nm from one direction in accordance with the OTDR operating manual for systems greater than 300 feet. The Contractor shall inspect each terminated single-mode fiber span for continuity and anomalies with an OTDR at 1550 nm from one direction in accordance with OTDR operating manual for systems greater than 300 feet. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 183 Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the test equipment along with certification that it has been calibrated within 6 months of the proposed test dates. The following information shall be documented for each fiber test measurement: • Wavelength • Fiber type • Cable, tube and fiber IDs • Near end and far end test locations • End-to-End Insertion Loss Data • Individual Splice Loss Data • Date, time, and operator 8-32.3(2) Optical Time Domain Reflectometer (Otdr) Testing (August 2016, City of Auburn GSP) A recording optical time domain reflectometer (OTDR) shall be utilized to test for end- to-end continuity and attenuation of each optical fiber. The OTDR shall be equipped with a 1,310 nm and 1,550 nm light source for single-mode optical fibers. The OTDR shall have an X-Y plotter to provide a hard copy record of each test measurement. The OTDR shall be equipped with sufficient internal masking to allow the entire cable section to be tested. This may be achieved by using an optical fiber pigtail of sufficient length to display the required cable section, or by using an OTDR with sufficient normalization to display the required cable section. A hard copy X-Y plot shall be provided for all fiber optic attenuation tests. Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the OTDR test unit along with certification that it has been calibrated within 6 months of the proposed test dates. Each new mainline and lateral fiber shall be tested in both directions at the 1310 and 1550 nanometer wavelengths. Existing mainline and lateral fibers that are spliced to or re- spliced as part of this contract shall also be tested in both directions and at both wavelengths. Splices to existing fibers shall also be measured and recorded. The following information shall be documented for each fiber test measurement: X-Y plot scaled for fiber length Wavelength Refraction index Fiber type Averaging time Pulse width Cable and fiber IDs Near end and far end test locations Date, time, and operator Event table that includes: event ID, type, location, loss, and reflection. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 184 8-32.3(3) Fiber Cable Testing Documentation (August 2016, City of Auburn GSP) The Contractor shall submit the fiber test results to the Engineer for approval per Section 9-38 (Submittal Approval). 1 licensed copy if the OTDR manufacturers software shall be provided to the City of Auburn at the time the fiber test results are provided, for viewing and printing the OTDR results. The Contractor shall take corrective actions on portions of the fiber installation determined to be out of compliance with these specifications. The184ollowingg information shall be included in each test result submittal: 1. Contract number, contract name, contractor name and address. 2. Dates of cable manufacture, installation, and testing. 3. Manufacturer’s test results of the cable as shipped. 4. Location of all splices. 5. OTDR test results. 6. End-to-End Insertion Loss Data. 7. Individual Splice Loss Data. 8. Connector Insertion Loss Data 9. “As Installed” Diagram 8-32.4 Measurement (City Contracts, August 2016, City of Auburn GSP) “Fiber Optic Cable – ____ Strand SMFO” will be measured by the lineal foot of cable installed and accepted, including slack storage. “Fiber Optic Patch Panel” will be measured per each unit installed and accepted. “Fiber Optic Splice Case” will be measured per each splice case installed and accepted. 8-32.5 Payment (City Contracts, August 2016, City of Auburn GSP) Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: “Fiber Optic Cable – _________ Strand SMFO”, Per Lineal Foot “Fiber Optic Splice Case”, Per Each “Fiber Optic Patch Panel”, Per Each The unit bid item prices per each for splice cases and patch panels shall be full pay to furnish, install, and test the specified equipment. The bid item prices for “Fiber Optic Cable – ______ Strand SMFO” shall include, but not be limited to, all costs for the following: • Furnishing, installing and testing the fiber optic cable. • Furnishing and installing racking hardware in existing and proposed pull boxes and vaults for fiber optic cable where the Plans specify slack storage. • Pulling fiber through vaults and junction boxes • Removing existing fiber messenger cable from aerial attachments and from conduits and junction boxes for the installation of fiber optic cable as indicated in the Plans. DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 185 • Protecting and preserving existing conductors as indicated in the Plans and as required to maintain the existing signal and ITS system functions, (January 2018, City of Auburn GSP) Supplement Division 8 with the following new section including subsections: 8-33 Bollards 8-33.1 Description (January 2018, City of Auburn GSP) This work consists of building, furnishing, and installing bollards where shown on the Plans and as detailed in the Standard Detail(s). 8-33.2 Materials Materials shall meet the requirements of the following sections: Timber and Lumber Section 6-04 (Timber Structures) and 9-09 (Timber and Lumber) Structural Steel and Related Material Section 9-06 (Structural Steel and Related Materials) 8-33.4 Measurement (City Contracts, January 2017, City of Auburn GSP) “Removable Bollard” and “Fixed Bollard” shall be measured per each bollard installed and accepted. 8-33.5 Payment (City Contracts, April 2017, City of Auburn GSP) Payment will be made for each of the following Bid items that are included in the Proposal: “Removable Bollard”, Per Each “Fixed Bollard”, Per Each The Unit contract price per each for “Removable Bollard” and “Fixed Bollard” shall be full pay for all labor, tools, equipment and materials required to furnish and install each bollard. (August 2016, City of Auburn GSP) Supplement Division 8 with the following new section including subsections: DIVISION 8: MISCELLANEOUS CONSTRUCTION Issued February 2023 City of Auburn Engineering Construction Standards Page 186 8-34 Wood Fence and Gates 8-34.1 Description (August 2016, City of Auburn GSP) This work shall consist of installing new “Wood Fence” and “Wood Gate” where shown and as detailed on the Plans. 8-34.2 Construction Requirements (August 2016, City of Auburn GSP) All work shall be in accordance with the applicable portions of Section 6-04 (Timber Structures), 8-11 (Guardrail), 8-12 (Chain Link Fence and Wire Fence), 9-06 (Structural Steel and Related Materials), 9-09 (Timber and Lumber), and 9-16 (Fence and Guardrail) of the Standard Specifications and these Special Provisions. All lumber shall be Douglas Fir Surfaced four side (S4S), Number 1 Structural per Western Lumber Grading Rules unless otherwise noted. All lumber shall be pressure treated with ChemoniteTM or approved equivalent per AWPB-LP22. Fencing boards shall be tight knot western red cedar, Number 2 or better. Metal fabrications, fasteners and hardware shall be in accordance with Section 9- 06.22 (Bolts, Washers, and Other Hardware) of Standard Specifications. Nail fasteners shall be galvanized standard wire nails. Concrete shall be Cement Concrete Class 3000 in accordance with Section of 6-02 (Concrete Structures) of the Standard Specifications. 8-34.4 Measurement (City Contracts, August 2016, City of Auburn GSP) “Wood Fence” shall be measured per linear foot of work completed and accepted. “Wood Gate” shall be measured per each unit of work completed and accepted. 8-34.5 Payment (City Contracts, April 2017, City of Auburn GSP) Payment will be made for each of the following Bid items that are included in the Proposal: “Wood Fence”, Per Linear Foot “Wood Gate”, Per Each The unit contract price shown in the proposal for “Wood Fence” shall be full pay for labor, tools, materials, and equipment necessary to perform the work, complete. The unit contract price shown in the proposal for “Wood Gate” shall be full pay for labor, tools, materials, and equipment necessary to perform the work, complete. END OF DIVISION 8 DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 187 DIVISION 9 Materials 9-05 Drainage Structures and Culverts 9-05.7 Concrete Storm Sewer Pipe 9-05.7(1) Plain Concrete Storm Sewer Pipe (January 2017 City of Auburn GSP) Supplement this section with the following: Concrete storm drainpipe shall conform to ASTM C14 Class 3. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (January 2017, City of Auburn GSP) Supplement this section with the following: Reinforced concrete storm drainpipe shall conform to ASTM C76, Class IV. 9-05.12 Polyvinyl Chloride (PVC) Pipe 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Pipe, And Solid Wall PVC Sanitary Sewer Pipe (August 2016, City of Auburn GSP) Revise the first sentence of the second paragraph to the following: Solid wall PVC pipe shall meet the requirements of ASTM D3034 for the class or SDR of pipe specified. 9-05.13 Ductile Iron Sewer Pipe (August 2016, City of Auburn GSP) Delete the first sentence of the last paragraph and replace it with the following: All fittings shall be ductile. All joints including fittings shall be push-on rubber gasket joints. Mechanical joints shall not be used. 9-14 Erosion Control and Roadside Planting 9-14.2 Topsoil 9-14.2(1) Topsoil Type A (February 2024, City of Auburn GSP) Supplement this section with the following: The topsoil shall be a loamy sandy loam textural class as determined by the U.S. Department of Agriculture Classification System, free from materials toxic to plant growth, noxious weed seeds, rhizomes, roots, subsoil, and debris. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 188 9-14.2(3) Topsoil Type C (January 2017, City of Auburn GSP) Supplement this section with the following: Small tree/brush stumps and roots shall be removed and topsoil shall contain no more than two percent (2%) aggregate by weight remaining on a ½ inch sieve. 9-14.5 Mulch and Amendments (January 2017, City of Auburn GSP) Supplement this section with the following: Specific topsoil amendment and fertilizer specification for the plant types specified on the Plans shall be as per a certified soils laboratory recommendations from, representative topsoil samples furnished by the Contractor to the approved Soils Laboratory. 9-14.5(3) Bark or Wood Chips (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall submit sample of the bark or wood chips for approval before delivery to the job site. Bark shall be free from weed seeds, sawdust and splinters, and shall not contain wood fiber or other compounds detrimental to plant life. Source shall be from freshwater mill. 9-14.6(1) Polyacrylamide (PAM) (January 2017, City of Auburn GSP) Supplement this section with the following: PAM will only be used upon approval of the Engineer. (January 2017, City of Auburn GSP) Add the following new section: 9-14.7 Plant Materials 9-14.7(5) Tagging All plant material except groundcover shall be legibly tagged. Tagging may be by species or variety with minimum of one tag per 10 trees or shrubs. (January 2017, City of Auburn GSP) Add the following new section: 9-14.7(6) Inspection Samples may be submitted to the Engineer for approval as to size, grade, and overall specifications. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 189 9-15 Irrigation System 9-15.1(2) Polyvinyl Chloride Pipe and Fittings (January 2017, City of Auburn GSP) Supplement this section with the following: The triple-swing joint assembly shall be constructed as detailed with Schedule 80 PVC nipples and “Marlex” street ells as manufactured by “LASCO Fluid Distribution Products” or approved equivalent. 9-15.3 Automatic Controllers (January 2017, City of Auburn GSP) Supplement this section with the following: Controller shall be Weathermatic Valcon SL Series Controller with Remote Control Technology “FLM” Series Connector installed at controller for remote control operation from the City of Auburn central control station. The automatic controller electrical enclosure shall be a Metered Cold Rolled Steel Vandal Resistant enclosure #SB-24CR/120V with CSA controller subassembly. Enclosure shall be installed on a concrete base and shall be prime-coated and painted with baked enamel finish; dark green color as selected by the Engineer as manufactured by “V.I.T. Product, Inc.” or approved equivalent. 9-15.5 Valve Boxes (January 2017, City of Auburn GSP) Supplement this section with the following: Install a gravel sump at the bottom of each valve box. The automatic control boxes shall be Model No. 1320 valve box with locking cover, and extensions as required as manufactured by “Carson Industries, Inc.” or approved equivalent. 9-15.6 Gate Valves (January 2017, City of Auburn GSP) Supplement this section with the following: The gate valve boxes shall be 5 and ¼ inch Roadway Valve Box #111129-03 with cast iron “Water” cover #111026 as manufactured by “Ametek” or approved equivalent. 9-15.7(2) Automatic Control Valves (January 2017, City of Auburn GSP) Supplement this section with the following: Automatic control valves shall be Weathermatic 8200CR brass valves capable of communicating with the controller. Size as noted on drawing. 9-15.8 Quick Coupling Equipment (January 2017, City of Auburn GSP) DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 190 Supplement this section with the following: The quick coupler valves shall be Buckner QB5LRC10 quick coupling valves with RC25001 valve keys or approved equivalent. Quick coupler valves shall be installed at the point of connection at the end of the main line, and at each cluster of automatic control valves. The quick coupling valve boxes shall be Model 910-12B 10 inch Round Valve Box with locking green top extensions as manufactured by “Carson Industries, Inc.” or approved equivalent. 9-15.9 Drain Valves (January 2017, City of Auburn GSP) Supplement this section with the following: Drain valves shall be 1 inch diameter. The drain valve box shall be 5 and ¼ inch Roadway Valve Box #111129-03 with cast iron “Water” cover #111026 as manufactured by “Amtek” or approved equivalent. 9-15.11 Cross Connection Control Devices (September 2021, City of Auburn GSP) Supplement this section with the following: The Double check valve assembly shall be a Febco 850 or approved equivalent sized to match the irrigation meter size and be approved by the State of Washington Dept of Health. The Double-Check Valve Backflow Assembly Vault for ¾ inch to 2 inch assemblies shall be a Carson molded box, or approved equivalent, and for assemblies larger than 2 inch a No. 25-TA Concrete Vault with Locking Metal Cover as manufactured by PIPE, Incorporated or approved equivalent. 9-15.17 Electrical Wire and Splices (January 2018, City of Auburn GSP) Supplement this section with the following: Electrical wire shall be #14 UF wire. Utilize direct bury underground splice kits. Do not splice or connect wires outside of valve boxes. Coil 3 feet length of wire at each connection. Provide 4 extra valve wires (yellow) routed from the controller through each valve box to the farthest valve. 9-15.18 Detectable Marking Tape (January 2017, City of Auburn GSP) Supplement this section with the following: Detectable marking tape shall be 3-inch wide detectable tape on main lines only. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 191 9-29 Illumination, Signal, Electrical 9-29.1 Conduit, Innerduct, Outerduct (April 2018, City of Auburn GSP) Supplement this section with the following: Traffic Signal, ITS, and Street light conduit shall be Schedule 80 PVC-ASTM D1785 and as shown on the Plans. 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes (September 3, 2019, WSDOT GSP) Supplement this section with the following: Slip-Resistant Surfacing for Junction Boxes, Cable Vaults, and Pull Boxes Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box or vault shall have slip-resistant surfacing material applied to the steel lid and frame of the box or vault. Where the exposed portion of the frame is ½ inch wide or less, slip-resistant surfacing material may be omitted from that portion of the frame. Slip-resistant surfacing material shall be identified with a permanent marking on the underside of each box or vault lid where it is applied. The permanent marking shall be formed with a mild steel weld bead, with a line thickness of at least 1/8 inch. The marking shall include a two character identification code for the type of material used and the year of manufacture or application. The following materials are approved for application as slip-resistant material, and shall use the associated identification codes: 1. Harsco Industrial IKG, Mebac #1 - Steel: M1 2. W. S. Molnar Co., SlipNOT Grade 3 – Coarse: S3 3. Thermion, SafTrax TH604 Grade #1 – Coarse: T1 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable (April 2018, City of Auburn GSP) Supplement this section with the following: Illumination Wire conductors for underground feeder runs and for circuitry from the in-line fuse in the poles to the junction box shall be 600 volts (minimum rated at 75 degree C) # 8 AWG single conductor stranded-copper, U.S.E. insulated, in accordance with the Insulated Power Cable Engineer's Association Specifications. SPEC 2150. Wire conductors inside the pole from the ballast to the in-line fuse, shall be 600 volt, pole and bracket cable, 2 conductor, stranded-copper No. 10, Type HMW grade or better. Conductor insulation shall consist of a 45-mil polyvinyl chloride with a 95-mil polyethylene jacket. Single conductors for street lighting shall be stranded copper with insulation conforming to USE 600 volt minimum rated at 75 degree C and shall be color-coded in a consistent manner throughout the project. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 192 A three-wire electrical service shall be used at 120/240 volts. The contractor shall have the service inspected by the Department of Labor and Industry and coordinated with the Power Company to have the service installed. Overhead electrical service, when allowed, shall be brought to the load center through a conduit riser with a weather head on the service pole. Traffic Signals 1. Loop Lead-In Cable shall be #14 AWG and Pedestrian Push Button cable shall be, #14 AWG, two conductor stranded copper, twisted approximately two turns per foot. The conductors shall be covered with a foil shield and protected with an outer jacket. The cable shall conform to IMSA Spec. No. 50-2. 2. Detector Loop Wire (sawcut) shall be No. 14 AWG class B stranded copper wire with cross-linked polyethylene type USE insulation and conform to IMSA Spec. 51-3. 3. The detector lead-in cable for Emergency Vehicle Preemption (EVP) shall be 3M OPTICOM Model 138 shielded detector cable or approved equivalent. No splicing will be allowed between the detector and the controller cabinet. 4. Signal Interconnect Cable shall be copper or fiber as shown in the Plans. For Copper the traffic signal interconnect system shall conform to REA Spec. PE-38 (self- supporting combination signal cable and messenger cable) or PE-39 for underground. The signal cable shall consist of 12 pair No. 19 AWG conductors. For fiber optic cable, the cable shall be single mode all dielectric gel free loose tube single mode fiber optic with a minimum of 48 count. 5. Traffic Video Detection Camera Cable shall be a parallel construction of one PVC-jacketed RG 59/U (Coaxial) and one PVC-jacketed five conductor (Power) 18 AWG cable under an oval black flame retardant polyvinyl chloride jacket meeting the requirements of the video detection system manufacturer’s recommendations. Video camera cable shall meet the following requirements, or approved equivalent meeting the requirements of the video detection system manufacturer’s recommendations: RG 59/U (Coaxial) Conductor: 20 AWG solid bare copper 0.032. Dielectric: 0.054 wall of gas injected foamed polyethelene to 0.140 nom. Braid: 36 AWG bare copper with 95% coverage. Pull in aluminum/polyester tape under braid. Jacket: 0.035 wall black 75 degrees C polyvinyl chloride to 0.232 nom. 18 AWG Cable (Power) DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 193 Conductor: 5-18 AWG bare copper 0.048. Insulation: 0.012 wall polyvinyl chloride per the color code to 0.072 nom. Cabling: Five 18 AWG conductors cabled together in a 3¼ left hand lay to a nom. diameter of 0.194. Jacket: 0.025 wall black 75 degrees C polyvinyl chloride to 0.244 nom. Color Code: White, Red, Black, Brown, Blue. Rating: Multi-conductor leg is rated at 600V. 9-29.3(1)A Singlemode Fiber Optic Cable (January 2017, City of Auburn GSP) Supplement this section with the following: All fiber optic cable shall be ALTOS All-Dielectric Gel Free Cables by Corning, or approved equivalent, per the following schedule: Fiber Count Nominal Cable Weight Minimum Installed Bend Radius (Ib/1000ft) (in) 12 49 4.1 48 49 4.1 288 131 7.2 All optical fibers shall be identifiable by standard color codes as defined in ANSI/TIA/EIA-598. Fiber optic cable shall be tested according to Section 8-31.3 (Fiber Optic Cable Testing). Splice cases shall be Corning, Tyco or approved equivalent. (September 2021, City of Auburn GSP) Add the following new section: 9-29.6(1)A Lighting & Signal Standards & Davit Arms Lighting Standards Lighting standards shall be aluminum, davit-style units in accordance with Section 9- 29.6 (Light and Signal Standard) of the Standard Specifications and these special provisions. Mounting heights for light fixtures shall be as noted on the Plans. Lighting standards shall have 2 through-bolts where the davit arm intersects the pole in accordance with the applicable City of Auburn Standard Details. All poles to be furnished shall maintain a minimum safety factor of 4.28 on yield strength of weight load and 2.33 for basic wind pressure. All materials shall be natural polished aluminum color. A grounding nut or provision in the handhole frame for accommodating a threaded bolt for the purpose of attaching a grounding connector shall be provided on the inside of the shaft. After fabrication, the handhole shall have the mechanical strength of not less than the temper of the material utilized for the manufacturer of the pole. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 194 All bolts (not including Anchor Bolts), nuts, screws, and washers, shall be stainless steel, unless designated otherwise. VMS Support Structure VMS Support structure shall meet the above stated criteria for traffic signal standards and the dimensions and details included in the plans. The following loads shall be used for design of the VMS sign pole and mast arm structure: dead loads shall consist of the weight of the sign times a safety factor of two; wind loads shall be taken as 30 PSF for the sign and 24 PSF for the supporting structure and, (including the effect of gust and shape factors), on the greatest area of signs and structure in any elevation view; live load may be omitted. Signal Standard A signal standard shall consist of the following components: a round tapered steel vertical pole shaft, a round tapered horizontal mast arm, a davit style luminaire arm attachment, anchor bolts with nuts, washers and all associated hardware. The pole shaft and signal mast arm shall not vary in roundness more than 1/16 inch in straight sections. Longitudinal seam welds shall have full penetration for not less than 60% of their full length. Butt welds in the shafts shall have back-up rings and full penetration for 100% of the circumference. All welds shall be deburred. Materials, construction and assembly techniques shall be as specified on the Standard Plans and as shown in the Plans. All materials shall be hot-dipped galvanized after fabrication in accordance with ASTM A-123. Design shall be in accordance with the requirements of the 2011 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals and the values on the Detail Sheet as shown in the Plans. Sizes on the Detail Sheet as shown in the Plans shall govern in differences between the Standard Plan and the Detail Sheet as shown in the Plans. The following loads shall be used: dead loads shall consist of the weight of the signals and signs times a safety factor of two; wind loads shall be taken as 30 PSF for the signals and signs and 24 PSF for the supporting structure, (including the effect of gust and shape factors), on the greatest area of signals, signs and structure in any elevation view; live load may be omitted. Complete calculations for structural design shall be submitted with the shop drawings for approval before fabrication or ordering material. These calculations shall include the stresses in the pole and cantilever arms, the attachment of the signals and signs to the structure, the connection between the cantilever arms and vertical pole, pole section at handhole, base plate, anchor bolts and foundations. Pole Shaft The round tapered pole shaft shall be made of one-ply, hot-rolled basic open-hearth steel. Structural steel having a minimum yield point of 33,000 psi or more shall be used for all structural parts and shall be galvanized after fabrication in accordance with ASTM A-123. A flange plate shall be attached to the vertical pole shaft for the purpose of mounting the mast arm. The flange plate shall be supported by side plates tangent to the shaft and DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 195 gusset plates on top and bottom. A 3-inch wire way hole shall be provided (matching the wire way hole in the mast arm flange plate). Four holes for mounting the mast arm shall be drilled and tapped for high tensile bolts. A 7” x 21” Internal Terminal Cabinet shall be constructed integral to the pole with a stainless steel hinged door and a best slam lock. It shall be no lower than 4 ft 6” from the ground.A 4-inch x 6½ inch reinforced hand hole frame and rain-tight cover with tamper resistant screws shall be provided. The frame shall be welded into the shaft 18 inch above the base plate on the opposite side of the mast arm attachment. A grounding nut or provision for accommodating a threaded bolt or stud shall be provided in the frame. A second hand hole shall be provided and welded into the shaft directly opposite the mast arm mounting plate. A J-hook wire support shall be provided inside the pole shaft between the frame and mast arm mounting plate. Vehicle Signal Mast Arm The vehicle signal mast arm shall be sized as shown on the Plans. End caps shall be supplied and be weather tight and all unused tenons or holes shall be plugged and sealed. A mast arm flange plate matching the pole shaft flange plate shall be welded to the mast arm base segment. The flange plate shall have a hole cut in the center equal to the outside diameter of the mast arm base. The flange plate shall be welded to the mast arm by two continuous arc welds, one on the outside and the other on the inside. The outside weld shall be on top face of the flange plate. The inside weld shall be in the gap between the bottom face of the mast arm and the inside face of the flange hole. Four holes for high tensile bolts shall be drilled in the flange plate matching the four tapped holes in the pole shaft mast arm mounting flange plate. For the purpose of mounting the traffic signal displays, 2 inch couplings shall be welded to the mast arm extension segment at the locations specified on the Detail Sheet as shown in the Plans. A ½ inch diameter hole shall be drilled in each coupling to allow for the thru-bolt. Signal Pole Anchor Base Four holes sized to receive the anchor bolts shall be drilled in the base. Slotted holes ¼ inch larger than the anchor bolt shall be permitted. Minimum bolt circle pattern shall be as specified in the Plans. Four high-strength anchor bolts A307 shall be furnished with each pole. Each anchor bolt shall have an “L” bend at the bottom end or multiple anchor plates per the manufacturers recommendation, and shall have 7-inch minimum thread on top. Anchor bolt dimensions shall be per Detail Sheet as shown in the Plans or per Manufacturer's recommendations whichever is larger. All anchor bolts shall be furnished with 2 heavy hex nuts, two standard washers, bolt covers and provisions for mounting with stainless steel screws. Threaded ends of bolts, nuts and washers shall be hot dipped galvanized in accordance with ASTM A-123. The anchor bolts shall be capable of resisting at yield strength stress the bending moment of this shaft at its yield strength stress. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 196 Luminaire Attachment Unless otherwise indicated in the Plans all traffic signal poles shall be equipped with davit style luminaire arms as shown in the Plans. The davit style arm shall be secured to the top of the pole shaft using a cone reducer providing a flush, smooth transition. From the cone reducer the luminaire shaft shall be continuously tapered at the same rate as the pole shaft while incorporating a 5-foot, 9-inch radius bend at the end. A pipe tenon of the diameter and length specified for the luminaire shall be provided in the end of the davit arm. The tenon shall be two degrees above level. Luminaires shall be adjusted to be parallel to the roadway and shall follow the slope of the roadway on inclines/hills. (August 2016, City of Auburn GSP) Add the following new section: 9-29.6(1)B Wrapping The aluminum pole shaft and bracket arm assembly shall be entirely wrapped with a heavy, water-resistant paper for protection during shipment. Any marks or stain resulting from wrapping materials shall be cause for rejection. Scratching, marking, denting, or other damage to poles and fittings at the point of delivery shall also be cause for rejection. (April 2018, City of Auburn GSP) Add the following new section: 9-29.6(2)A Anchor Bases A one-piece anchor base of adequate strength, shape, and size shall be secured to the lower end of the shaft so that the base shall be capable of resisting the bending movement of the shaft at its yield-strength stress. The base shall be provided with 4 slotted or round holes to receive the anchor bolts. Bolt covers shall be provided with each pole. Base plates for Type II signal poles shall not exceed 18 ½ inches square. 9-29.6(4) Welding (January 2017, City of Auburn GSP) Supplement this section with the following: All welds shall be deburred. 9-29.6(5) Foundation Hardware (November 2020, City of Auburn GSP) Supplement this section with the following: Four high-strength steel anchor bolts shall be furnished with the poles. Threaded ends and all nuts and washers shall be hot-dipped galvanized. The anchor bolts shall be capable of resisting at yield-strength stress the bending movement of the shaft at its yield- strength stress. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 197 9-29.7 Luminaire Fusing & Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases (April 2018, City of Auburn GSP) Delete this section and replace it with the following: Fuses shall be Bussmann Slow Blow or approved equivalent. Fuse connector kits shall be SEC Model 1791-SF (2 each) or approved equivalent. Connector kits to connect luminaires to the system in the junction box shall be SEC Model 1791-DP, or approved equivalent. 9-29.9 Ballast, Transformers (January 2017, City of Auburn GSP) Supplement this section with the following: The luminaire shall contain an integral high-power factor-regulator ballast suitable for 240-volt operation with a 10% voltage variation. The ballast shall be prewired to the lamp socket and terminal board, requiring only connection of the power supply leads to the terminal board. 9-29.10 Luminaires (November 2020, City of Auburn GSP) Delete this section and replace it with the following: The LED Street Light Shall meet the following specifications; Housing Luminaire housing shall be die cast aluminum with integral cooling fins universal four-bolt slip fitter for mounting to 11/4 ” to 2” (15/8” to 23/8” O.D.) diameter mast arm. Housing must be similar shape to traditional cobra head. Housing meets ANSI C136.31-2001 and CalTrans 611 vibration standards. Conductors from power supply to terminal block and LED board must be spliced with quick style electrical disconnects Photocontrol receptacle is standard for ANSI C136.41-2013, 7-pin, photocell by others. Fixture must be capable of using a 7-pin photocell with field adjustable drive current. Photocontrol shall be rotatable without tools. Housing shall have a leveling bubble for adjusting the head. Light Emitting Diodes Hi-flux/Hi-power white LEDs shall produce a minimum of 90% of initial intensity at 100,000 hours of life at 700mA, TM-21 Calculator required. LEDs shall be tested in accordance with IESNA LM-80 testing procedures. They shall have a mean correlated color temperature of 4000K (standard) ± 300K and a minimum CRI >70. Optical Systems Micro-lens optical systems shall produce IESNA Type 2, and 3 distributions. Fixture shall not use acrylic or plastic secondary exterior lens over the LEDs. Emitters shall be of single LED per die design. Luminaire shall be classified as “full-cutoff” and produce 0% total lumens above 90⁰ with a BUG rating of U-0. Electrical DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 198 The Driver shall be dimmable. The power supply shall have a minimum power factor of .90 and <20% Total Harmonic Distortion (THD). Power supply drive current shall be field adjustable without tools. Finish Housing shall receive a fade and abrasion resistant, epoxy polyester powder coat light gray finish standard. Accessories Optional flush mounted house side and cul-de-sac shield shall be available. The house side shield cuts off light at ½ mounting height behind the luminaire and the cul-de-sac shield cuts light off ½ mounting height behind and 1 ½ mounting height on either side of the pole. Both shields must be factory or field installable without the use of tools. Listings/Ratings/Warranties Luminaires shall be UL listed for use in wet locations in the United States and Canada. Optical systems shall maintain an IP66 rating. Ten-year limited warranty is required for all components. All units are listed by Design Lights Consortium (DLC). Photometry All luminaires shall be photometrically tested by certified independent testing laboratories in accordance with IESNA LM-79 testing procedures. Warranty All luminaires shall have a Ten-year manufacturer’s product warranty to be free of defects in workmanship and/or material. This warranty includes all electrical and mechanical components including finish and gaskets. Failure of over 10% of the LEDs in the luminaire during the warranty period will constitute a luminaire “failure”. Manufacturer will repair or replace any units found to be defective or that fail within this period. 9-29.11(2) Photoelectric Controls (December 2020, City of Auburn GSP) Supplement this section with the following: The photoelectric control shall be Vantage Point Lighting Control Module manufactured by Sensus USA Inc. 9-29.12(1) Illumination Circuit Splices (January 2017, City of Auburn GSP) Supplement this section with the following: Approved copper splice “C” crimp connectors shall be used to connect bonding wires. 9-29.12(2) Traffic Signal Splice Material (January 2017, City of Auburn GSP) Supplement this section with the following: Loop lead-in wires shall be spliced at the junction box; with a waterproof splice leaving 10 feet each of loop wire and loop lead-in cable for future work. The connection shall be DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 199 made using compression sleeves sealed with black 50-mm wide, ethylene propylene rubber mastic tape. (August 2016, City of Auburn GSP) Add the following new section: 9-29.12(6) Sealants Loop detector sealant specifically manufactured for loop wire shall be used to imbed the loop wire into the pavement and fill the sawcut to within 1/16 inch of the top of the pavement. Sealant shall completely cover the foam backer rod. Loop Sealant shall be: 1. Crafco Loop Detector Sealant 271; 2. Max Cutter Seal No. 3; 3. 3M Black 5000; or 4. Engineer approved equivalent. Installation shall conform to the manufacturer recommendations. 9-29.13(2) Traffic Signal Controller Assembly Testing (January 2017, City of Auburn GSP) Delete this section and replace it with the following: The entire controller cabinet, complete with all auxiliary equipment, shall be delivered to the City of Auburn Maintenance & Operation facility, located at 1305 C Street SW, for testing in the Traffic Signal Shop. The period of testing shall be for a minimum of 2 weeks in duration and is intended to demonstrate the operation of all equipment. Any deficiencies or equipment failures discovered shall be corrected by the Contractor, at his expense. In the event that it is not possible for the City and the Contractor to agree on the cause of a malfunction, the City's decision shall be binding. The successful completion of the performance test will constitute acceptance of the equipment by the City. 9-29.13(3) Traffic Signal Controller (January 2017, City of Auburn GSP) Delete this section and replace it with the following: General The traffic signal controller shall be the Cobalt model by Econolite. 9-29.13(6) Emergency Preemption (January 2017, City of Auburn GSP) Supplement this section with the following: Emergency Preemption System equipment shall be compatible with the operational requirements of the existing Opticom brand (3M Company) emitters, detectors, and phase selectors owned by the City. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 200 9-29.13(10) NEMA and Type 2070 Controllers and Cabinets (December 2021, City of Auburn GSP) Section 9-29.13(10) including title is replaced with the following: 9-29.13(10) Traffic Signal Controller Cabinet Unit Controller cabinet furnished and installed by the Contractor shall be one of the following types, as specified in the Plans: Western Systems Modified P-Plus Cabinet Requirements Western Systems controller cabinets shall be NEMA TS-2 Type 1 P style cabinet per the City of Auburn approved Western Systems Part # 3012500000 with Alpha BBS. The cabinet shall be fully loaded with BIU’s, MMU Smart Monitor, 16 detector cards, load switches, and a GTT 3M 764 Opticom. Econolite P 44 Cabinet Requirements Econolite controller cabinets shall be NEMA Type 2 TS-1 P style cabinet per City of Auburn approved Econolite part #166799B. The cabinet shall be fully loaded with BIU’s, MMU SmartMonitor, 16 detector cards, load switches, and a GTT 3M 764 opticom. The cabinet shall meet the following additional requirements: • Wired and tested to the 2003 NEMA Traffic Controller Assemblies specification with NTCIP Requirements Version 02.06 (as amended herein). • Equipped with all auxiliary equipment and plug-ins required to operate 8 vehicle phases, 4 pedestrian phases and 4 overlap phases (NEMA TS-2, Type 1). • Designed for 16 channel operation where each load switch socket can be configured for a vehicle phase, pedestrian phase or overlap operation. These load switch sockets shall be configured in this manor without rewiring the back side of the load-bay. BIU load switch drivers 1-16 shall be wired to appropriate load switch sockets via a terminal block located on the front side of the load bay so as to allow checking voltage inputs to the load switch sockets without dropping the load bay. • Wired for up to a minimum of (32) channels of detection, (4) channels of Opticom™ preemption. • The complete cabinet assembly with electronics shall undergo complete input/output function testing by the manufacturer before being released to the City of Auburn. • Field Terminal Labels Field terminals shall be labeled with City of Auburn numbering as well as manufacturers. • Device Labeling DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 201 Every module or device shall have affixed thereto; permanent nametags or nameplates stating the component's function within the composite signal control system. Specifically each loop detector unit shall be labeled, so as to indicate the loop numbers connected to each channel. The front of the shelf where each item is to be placed shall have a similar label so those items can be replaced during maintenance in an expedient fashion. • Schematics, Software and Manuals The controller cabinet shall have a waterproof envelope with a side access attached to the inside of the cabinet door. At the time of delivery, the envelope shall have one complete set of schematics and manuals for each assembly and subassembly located in the cabinet, and a complete wiring diagram for the cabinet and the controller assembly. In addition, a duplicate copy of the above shall be provided to the City of Auburn Traffic Engineering Section. • Fiber Optic Patch Panels Where fiber optic connections are shown in the Plans, the fiber patch panel shall be a pre-terminated Corning 12 port Single-Panel Housing (SPH-01P) with a 12 ct pigtail and corning buffer tube fanout kit and Unicam SC connectors.. 9-29.16 Vehicular Signal Heads, Displays, and Housing (August 2016 City of Auburn GSP) Replace the first sentence of the second paragraph with the following: Backplates shall be constructed of 5-inch-wide, .050-inch-thick corrosion-resistant flat black finish, louvered aluminum, attached with stainless steel hardware. 9-29.16(2) Conventional Traffic Signal Heads (January 2017 City of Auburn GSP) Supplement this section with the following: Vehicle signal head housings shall be rigid mount type M. 9-29.16(2)A Optical Units (April 2018 City of Auburn GSP) Supplement this section with the following: The LED’s shall have a 15 year manufacturer’s warranty. The LED shall be Dialight Light Emitting Diode (LED) with clear lenses. Part numbers for Dialight LEDs are as follows: Size Description Part Number 12 inch RED Ball 433-1270-003XL15 12 inch AMBER Ball 433-3270-901XL15 12 inch GREEN Ball 433-2270-001XL15 12 inch RED Arrow 432-1374-001XOD15 12 inch AMBER Arrow 431-3374-901XOD15 12 inch GREEN Arrow 432-2374-001XOD15 12 inch GREEN/AMBER Arrow 430-6370-001 DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 202 12 inch AMBER/AMBER Flashing Arrow) 430-6370-805 9-29.16(2)E Painting Signal Heads (April 2018, City of Auburn GSP) The first sentence of the first paragraph is revised to read: Traffic signal heads shall be finished with two coats of dark green (SAE AMS Standard 595) oven baked powder coating comprised of resins and pigments. 9-29.18 Vehicle Detector (January 2017 City of Auburn GSP) Supplement this section with the following: Vehicle detectors shall be 2 channel rack mount style and compliant with NEMA TS1 and TS2 standards. They shall be capable of auto tuning and be able to withstand temperatures ranging from minus 40 degrees to plus 80 degrees C. They shall have a minimum of 15 sensitivity levels, 4 frequencies plus sequential scanning to avoid crosstalk, and have pulse and short and long presence modes. They shall have separate detect and fault LED’s on the front face. 9-29.19 Pedestrian Push Buttons (December 2021 City of Auburn GSP) Replace the first paragraph with the following: The Pedestrian Push Button Assembly shall be an Guardian APS manufactured by H.D. Campbell Company, 1486 NW 70th Street, Seattle, WA 98117 and shall be black in color with a white button. Specifics of voice programming shall be provided as part of the submittal review and subject to the Engineer’s approval prior to submittal acceptance. APS push button stations shall include a control module that the Contractor shall install in corresponding pedestrian signal head and manufacturer-supplied multi-conductor interconnect cable that the Contractor shall install per the manufacturer’s recommendations between the control module and push button station. 9-29.20 Pedestrian Signals (January 2017 City of Auburn GSP) Supplement this section with the following: Pedestrian signals shall be a LED, filled hand/walking person countdown display. The maximum overall dimensions of the signal shall be 19 inch wide by 18¾ inch high by 8¾ inch deep, including the egg crate Z type visor and hinges. The signal shall be furnished complete and ready to operate. In order to facilitate installation and maintenance, the signal shall be designed so that all components are readily accessible from the front by opening the door. Each signal shall be provided with an egg crate visor constructed of polycarbonate material. The egg crate or “Z” crate type sun shield, if used, shall be held in place by the use DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 203 of stainless steel screws. The complete egg crate or “Z” crate assembly shall be 1½ inch deep. The case shall be one-piece corrosion resistant aluminum alloy die-casting. Integrally cast hinge lug pairs, two at the top and two at the bottom of each case, shall be provided for operation of a swing door down. The unit shall be mounted with Type E mountings unless indicated otherwise on the attached Plans. All terminal compartments shall be either ferrous metal or bronze. Pedestrian signal heads shall be Dialight ITE compliant Light Emitting Diode (LED) or approved equivalents. (February 2023, City of Auburn GSP) Add the following new section: 9-29.22 Rectangular Rapid Flashing Beacon (RRFB) The contractor shall provide and install a hardwired 120 volt power Rectangular Rapid Flashing Beacon (RRFB) with hardwire communication between the multiple beacons. The beacons shall conform to the latest MUTCD. The RRFB shall utilize two frontside LEDs that are approximately 5” by 2” and a minimum of 7” apart. They shall be double sided where shown in the plans. There shall be end mounted indicator flashers in the direction of the pedestrian crossing only. The system shall utilize the black Campbell AGPS pushbutton with modified 5” x 7” yellow R10-25 MUTCD signs. The pole shall be a 4 1/2” OD Galvanized steel or aluminum pipe threaded at one end to fit a square pedestal 4 bolt aluminum frangible pole base. The top of the 4 ½” pole shall be capped with a waterproof factory cap. The four bolt concrete foundation shall be a minimum of 18” round by 3 feet deep and meet the manufacturers recommendations. Equipment enclosures shall be mounted out of reach above or behind the pedestrian signage. The RRFB units shall be Eltec or Carmanah. (November 2020, City of Auburn GSP) Add the following new section: 9-29.23 Video Detection Cameras The Video Detection System shall be Econolite Vision or Trafficon by Kar-Gor and the presence detector boards shall be Trafficon VIP3D.2, which monitors only two cameras. Both systems shall include built in ethernet communication for our ITS system. The cameras shall be located as indicated on the Plans. Cameras shall be mounted on signal mast arms as shown in the Plans utilizing Pelco Extended Tilt & Pan pole mount, for installation on the signal arm with cable mount and 72-inch tube or approved equivalent. The cable mount shall be suitable for the mast arm diameter at each camera installation location. The camera housings and internal cameras shall be the latest approved models. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 204 9-29.24 Service Cabinets (November 2020 City of Auburn GSP) Supplement this section with the following: Service cabinet shall be a metered aluminum Skyline Electric Series 47700-A1-R1, with Underwriters Laboratory label on the panel boards as in accordance with the applicable City of Auburn Standard Details. The service cabinet shall comply with all requirements of Puget Sound Energy and Washington State Labor and Industries. It shall be the Contractor’s responsibility to obtain these requirements and ensure that the cabinet complies with the requirements. The service cabinet shall be equipped with a stainless steel handle, a three- point locking system, and a Best six-tumbler mortise cabinet lock with dead bolt. Two copper ground rods shall be installed per WSDOT and the NEC. The cabinet shall contain the following branch breakers as applicable: 20 AMP 2 pole Lighting Circuit A 20 AMP 2 pole Lighting Circuit B 30 AMP 1 pole Traffic Signal 100 AMP 2 pole Main (October 2016 City of Auburn GSP) Supplement Division 9 with the following new section: 9-29.26 Traffic Signal Battery Backup System All battery backup power units shall utilize the newest Alpha Inverter/Charger unit, complete with associated remote control display panel. Batteries shall be connected utilizing approved quick-connect modular battery connectors. Battery cable sizing shall be appropriate for the type and quantity of batteries supplied. Batteries shall be 12 Volts DC, 110 amp hour minimum, absorbed glass mat type, group 27. Batteries shall meet or exceed specification MIL B-8565J (Sec 4.6.22). There shall be 4 batteries supplied by the Contractor. All battery backup power units shall possess an AC voltage bypass/disconnect switch or relay. The bypass/disconnect method shall couple the normal AC power source directly to the signal controller cabinet, while completely isolating the inverter/charger unit from the circuit. (February 2023, City of Auburn GSP) Supplement Division 9 with the following new section: 9-29.27 CCTV System CCTV cameras shall be a Axis M5525-E 2 MP Mini PTZ Dome with a Axis Ethernet 15 Watt POE injector. The ethernet switches shall be shelf mount Ruggedcom RS900G gigabit ethernet switches with SM fiber ports and necessary 120 volt power cords and ethernet cords and jumpers. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 205 Camera mounting equipment shall be use a custom 1-1/2” threaded pipe Painted Signal black, T94A01D Pendant mounting kit and Pelco AstroBrac 90 degree pole mount and other equipment and hardware as shown in the plans and as required for a complete and operational CCTV camera system. The signal pole mount may have to be modified as shown in the plans. (November 2020 City of Auburn GSP) Supplement Division 9 with the following new section: 9-29.28 Variable Message Sign System Major elements of the variable message sign (VMS) system shall consist of the variable message sign, sign structure, foundation and ground-mounted VMS field cabinet including the VMS controller, Alpha Battery Backup, compact batteries, fiber optic patch panel, ethernet switch, power supply, and associated equipment. Conduit, junction boxes and wiring/cabling to connect the sign, controller and various components of the system shall be per the manufacturer’s requirements. VMS Display and Housing The sign display shall be supplied by one of the following vendors: Daktronics, Inc. 331 32nd Ave. P.O. Box 5128 Brookings, SD 57006-5128 Tel: (888) 325-8726 Email: transportation@daktronics.com The sign display shall be a continuous matrix of amber LED pixels, with a minimum of 18 pixels high and 75 pixels wide with a pitch of 44 mm to 48 mm. Each pixel shall be made from a grouping of amber light emitting diodes and contain no moving parts. The matrix of pixels shall be capable of displaying a messages with 2 lines of 12-inch text, 12 characters long.. The sign display and other associated VMS components shall permit a test message using all pixels (1350 min.) simultaneously running at the maximum brightness and 100 percent duty. The sign display shall provide front service for all LED display modules, electronics, power supplies, environmental control equipment, air filters, wiring, and other internal VMS components. The nominal external dimensions of the sign shall not exceed 13.0 feet in width, 4.0 feet in height, and 1.5 feet in depth. The VMS back and side housing walls shall be vertical. Display modules shall be parallel to the front VMS wall, so that use of the LED viewing cone is optimized. The dead load of the housing and contents shall not exceed 600 lbs. VMS housing exterior sheet material shall be 5052 aluminum alloy and shall have a minimum thickness of 0.125 inches. Exterior sheet seams shall be chemically bonded or continuously welded and waterproof. VMS housing structural frame members (I-beams, C-channels, Zee- extrusions, and bar stock) shall be aluminum alloy number 6061-T6. VMS housings shall be constructed to present a clean, neat appearance, and the equipment located within shall be protected from rain, snow, dirt, and corrosion. Weep holes shall be fabricated in a manner which prevents the entrance of insects. The front of the LED display matrix shall be completely covered with polycarbonate sheeting that is weather tight, ultraviolet (UV) light protected, non-glare, and which has a minimum DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 206 thickness of 0.11 inches. To achieve maximum display contrast and legibility, the outside of the polycarbonate sign face shall be fully covered with a mask, which is formed from aluminum sheeting. The mask shall have a minimum thickness of 0.09 inches and shall contain a circular opening for each pixel. The openings shall not hinder the 15° half-angle LED viewing angle (30° inclusive viewing cone). All exposed metal on the VMS front face, which is visible to viewing motorists, shall be coated with black Kynar 500 resin or an equivalent oven-fired fluoropolymer-based coating having a minimum outdoor service life of 20 years. This shall include the aluminum face mask, the aluminum border outside the LED display matrix, and all the mounting and assembly hardware. All VMS equipment, components, modular assemblies and other non-structural elements of the sign shall be removable, transportable, and capable of being installed by a single technician utilizing a one-person aerial lift truck. Ribbon cable shall be protected at all points of physical contact where it touches metallic frameworks. Either the ribbon cable or the frame, or both, shall be wrapped with a protective covering where the cable touches the framework, to prevent cable insulation rub-through from road induced vibration in the sign framework. The interior VMS environment shall be monitored and controlled by the sign controller. Environmental control shall be designed to maintain the internal VMS temperature at or below +140°F when the outdoor ambient temperature is at or below +115°F. The VMS environmental control system shall consist of four primary subsystems as follows: Internal Temperature Sensors and Cooling/Heating Systems The VMS shall contain two internally-mounted temperature sensors which are equipped with external thermocouples and which the sign controller continuously monitors. This temperature information shall be used by the sign controller to determine when to activate and deactivate the environmental control systems described herein. Sensors shall be located on opposite ends of the upper 1/3 of the LED display matrix, and their external thermocouples shall be attached to and make contact with an LED pixel circuit board. The thermocouple and LED board shall be easily detached, in the event that one of the units requires removal and replacement. Sensors shall be capable of measuring temperatures from -40°F to +185°F. The sign controller shall automatically shut down the LED display whenever one or both sensors indicate that LED board temperature has exceeded +140°F. The sign controller shall automatically restart the LED display whenever the suspect temperature falls below +130°F. Both shutdown and re-start temperature thresholds shall be user-programmable. Sensor temperatures and VMS shutdown/re-start events shall be reportable to the VMS Central Software. LED Display Cooling System The VMS shall contain a ventilation system to monitor and control internal cabinet temperature with user-programmable temperature thresholds. This system shall be comprised of fan-forced air to control ventilation in the cabinet. . The sign controller shall initially be programmed to activate the LED cooling fan system based on the manufacturer’s recommendations for the application(s) on this project. Cooling fans shall be located so as not to hinder removal of LED display modules and driver boards. Front Face Panel Defog/Defrost System - The VMS shall contain a defog/defrost system which circulates warm, fan-forced air across the inside of the polycarbonate front face whenever LED board temperature falls below a user-programmable threshold. The air DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 207 source shall consist of a fan or fans that provide uniform airflow across the polycarbonate face panel. The sign controller shall initially be programmed to activate the defog/defrost system whenever LED board temperature falls below +40°F and shall deactivate the defog/defrost system whenever LED board temperature exceeds +105°F. A 100-watt heating element shall be mounted in front of each defog/defrost fan and shall serve to warm the air directed across the VMS face. Heating elements shall be on only when the defog/defrost fans are on. VMS Mounting Hardware A VMS, sign structure and foundation are included in the construction. The sign housing shall be provided with all necessary hardware including sign mounting beams, vertical and horizontal brackets, maintenance walkways, and all related hardware to install the VMS. The VMS housing, structural framing, face covering, and mounting members shall be designed to withstand a wind velocity of 100 mph with a 30 percent gust factor and shall otherwise comply with the latest requirements of AASHTO’s Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. VMS Sign Structure The VMS sign structure shall be as specified for VMS Support Structure Special Provision 9-29.6(1)A. Ground-mounted VMS Field Cabinet The field cabinet shall be as specified in Section 9-29.13(10) and shall contain the VMS sign controller, Alpha Battery Backup, Compact batteries, ethernet switch and fiber optic patch panel for communication with the City of Auburn fiber optic ITS network. VMS Sign Controller Each VMS shall include an associated sign controller, which shall be installed in the field cabinet. To support the VMS and VMS controller functions, they shall be provided with two serial communication ports. One communication port shall be used to connect a laptop to the controller. The interface shall be wired as a 9-pin, EIA-232 DCE port. The port shall connect to a laptop computer using a straight-through 9-pin cable. One cable shall be supplied for each VMS installed in this contract. The second communication port is for remote control of the sign from the central computer. The interface shall be wired as a 9-pin, EIA-232 DTE serial port. This port shall be connected to a communication interface (modem) specified elsewhere in this contract. A cable shall be supplied to connect the VMS communication port to the modem port (the modem port may be a non-standard pin-out and require a custom-made cable). The sign controller hardware and software shall support all VMS communication, control, and diagnostic features as listed herein. Memory Sign controllers shall have both permanent and semi-permanent memory. Permanent memory shall be EE-PROM integrated circuits and shall contain the executable sign controller software. Semi-permanent memory shall be RAM integrated circuits with a battery backup that retains the data in memory for a minimum of one year following a power failure. Semi-permanent memory shall contain the library of messages, the message display schedule and programmable DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 208 operating parameters. Each message shall have the capability to be defined and stored as a three-page message. Power Interruptions Contents of the sign controller’s memory shall be preserved by battery backup during AC power interruptions and the controller shall automatically resume operation once AC power is restored. Upon recovering from a power interruption, the sign controller shall display the message identified by the Power Recovery Message parameter. The sign controller shall report to the central computer that it has recovered from a power interruption. Sign Controller Software The sign controller shall cause the desired message to be displayed on the VMS. The sign shall display alphanumeric character fonts. The sign controller shall provide a default value for each NTCIP object supported. Message Selection The central computer or laptop computer shall cause the sign controller to implement a message selected from those stored in controller memory, or a new message entered via the communication port. The sign controller shall incorporate CRC checks to verify MULTI strings. The sign shall not display a message unless the Message Activation Code CRC matches the Message CRC. A message shall remain displayed on the sign until either a command to change the current message or a command to blank the display is received. A command to display a message shall not succeed if the activation priority is less than the run time priority of the message currently displayed. Data Transmission Requirements Each sign controller shall contain two communication ports. Each communication port shall be labeled (“Local” or “Central”) and shall be set to 9600 baud at the factory. Each port shall operate independently at baud rates of 1200, 2400, 9600, and 19,200 bits per second. The user shall select the baud rate for each port via a DIP switch. Communication The sign controller hardware and software shall communicate with the central computer in a polled multi-drop operation. In the polled multi-drop operation, several sign controllers shall share the same communication channel, with each controller assigned a unique ID number. Controller ID numbers shall conform to the NTCIP requirements for address numbers. A sign controller shall only reply to messages labeled with its ID. In polled multi-drop mode, sign controllers never initiate communication, but merely transmit their responses to messages from the central computer. A laptop computer connected to the sign controller’s local communication port shall have the same control and diagnostic capabilities as the central computer. However, local laptop control capability shall be limited to the VMS which is directly connected to that sign controller. NTCIP Requirements DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 209 The sign controller software shall comply with the National Transportation Communications for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein. The sign controller software shall support the following standards: 1. NTCIP 1101, Simple Transportation Management Framework (STMF), Conformance Level 1 (Simple Network Management Protocol (SNMP)) 2. NTCIP 2001, Class B Profile. All serial ports on the device shall support communications according to these standards. 3. NTCIP 2101, SP-PMPP/RS232 Point-to-Multi-Point Protocol (PMPP) 4. NTCIP 2201, NTCIP TP-Null Transport Profile Null (TP-NULL) The sign controller software shall implement all mandatory objects of all mandatory conformance groups as defined in NTCIP 1201, Global Object Definitions, and NTCIP 1203, Object Definitions for Dynamic Message Signs. Software shall implement the following conformance groups: NTCIP 1203, Object Definitions for DMS 1. VMS Sign Configuration 2. MULTI Configuration 3. Default Message Control 4. Pixel Service Control 5. MULTI Error Control 6. Sign Status 7. Status Error 8. Pixel Error Status 9. Lamp Error Status 10. Fan Error Status 11. Power Status 12. Temperature Status The software shall implement the following optional objects: NTCIP 1203, Object Definitions for DMS 1. dmsMessageBeacon 2. dmsMessagePixelService 3. dmsCommunicationsLossMessage 4. dmsPowerLossMessage 5. dmsTimeCommLoss 6. dmsMultiOtherErrorDescription 7. dmsStatDoorOpen 8. fanFailures 9. fanTestActivation 10. lineVolts 11. tempMaxSignHousing Objects required by these specifications shall support all values within its standardized range. The standardized range is defined by a size, range, or DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 210 enumerated listing indicated in the object’s SYNTAX field and/or through descriptive text in the object’s description field. The following list indicates the modified object requirements for these objects. Object Name Object ID Minimum Requirements Number of Fonts numFonts 9 Maximum Characters per Font maxFontCharacters 255 Default Background Color defaultBackgroundColor 0 Default Foreground Color defaultForegroundColor 9 Default Justification Line defaultJustificationLine 2, 3, and 4 Default Justification Page defaultJustificationPage 2, 3, and 4 Number of Permanent Msgs. DmsNumPermanentMsg. 2 Maximum No. Changeable Msg. DmsMaxChangeableMsg. 8 Maximum Number Volatile Msg. * dmsMaxVolatileMsg. 8 Control Mode dmsControlMode 2, 4, and 5 * Changeable messages in excess of the minimum requirement are considered to meet the specification for an equivalent number of Volatile messages. The first permanent message shall be used to blank the sign display. The second permanent message shall be the diagnostic message. Sign controller software shall implement the following tags (opening and closing where defined) of the Mark-Up Language for Transportation Information (MULTI) as defined in NTCIP 1203: 1. Flash 2. Font 3. Justification Line 4. Justification Page 5. Moving Text 6. New Line 7. New Page 8. Page Time Documentation Software shall be supplied with all documentation on 1.44Mb IBM-compatible diskette(s). ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASN.1) format shall be provided on CD-ROM: 1. The official MIB Module referenced by the device functionality. 2. A manufacturer-specific version of the official MIB Module with the non-standardized range indicated in the SYNTAX field. The filename shall match the official MIB Module, with the extension “spc”. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 211 3. A MIB Module of all manufacturer-specific objects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field. Control Software This work shall consist of furnishing Variable Message Sign (VMS) control software. The control software shall be a 32-bit application, designed to operate on Microsoft Windows NT, 98, or 2000 operating system. The control software shall provide for command and control of the following functions: VMS Control Software shall retrieve, display, update and download/upload the following functional parameters to the local sign controller in response to user-initiated instructions. The sign controller shall not perform pixel service tests when VMS are displaying messages. Software shall perform the following operations in conjunction with its monitoring and logging functions: Display a message Blank the current message Change message priority Pixel service, lamp and fan tests Set time and date in the sign controller Retrieve sign controller ID, type, and manufacturer Communications Communications between the control software and sign controller shall be NTCIP compliant, as indicated in the Special Provision for Variable Message Sign System. The control software shall verify all communications for errors. If a response from a sign controller contains a communication error, or if there is no response, the Control Software shall re-establish communications. Data Collection The control software shall retrieve errors detected, message number currently being displayed, and current message priority. Using different commands, the software shall retrieve message MULTI strings, a map of defective pixels, the time and date, the event schedule, and configuration parameters. Message Library The control software shall store messages and transfer messages to a sign for storage and/or display. When a user desires to send a message to a sign, the control software shall offer as choices only those messages compatible with the sign in question. The control software shall allow message names of up to 25 characters in length. If the selected name already exists, the software shall notify the user and give the option of replacing the existing message or selecting another name. The control software shall display all character fonts supported by the Variable Message Sign System. Messages shall be displayed on the computer monitor in exactly the same format (font, text centering and justification) as on the Variable Message Sign. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 212 Software Duplication Rights The City of Auburn shall have the right to duplicate the Variable Message Sign Control Software as needed for use in controlling signs under its jurisdiction. Documentation The Contractor shall furnish 1 copy of the Control Software user manuals to the Engineer. In addition, 2 sets of the software, installation program, instructions and user manual shall be furnished on CD ROM or diskettes to the Engineer. 9-30 Water Distribution Materials 9-30.1 Pipe 9-30.1(1) Ductile Iron Pipe (February 2018, City of Auburn GSP) The third sentence of the first paragraph in the list is revised to read: All other ductile iron pipe shall be Special Thickness Class 52. 9-30.2 Fittings 9-30.2(1) Ductile Iron Pipe (September 2020, City of Auburn GSP) Supplement this section with the following: All pipe fittings, adapters and joints for ductile iron pipe shall be ductile iron designed to AWWA Specification (unless otherwise approved in writing by the Engineer) with sufficient tangent at the ends to allow for proper joint connections and shall be coated to give them protection equal to that of the pipe. Field fabricated fittings will not be permitted. Flexible couplings shall be of the style as required for specific application. 9-30.2(6) Restrained Joints (September 2020, City of Auburn GSP) Delete this section and replace it with the following: Bolted restrained joint (R.J.) fittings shall be Megalug RomaGrip, Star, or approved alternate. All welding associated with the restraint system shall be performed in the pipe manufacturer’s shop. No field welding will be permitted. Mechanical joint restrain systems shall meet the following requirements: Restrainers shall be manufactured of ductile iron and shall meet or exceed all the requirements of ANSI A21.11 (A WW A C 111) and ASTM A536. The restrainer system shall provide anchoring ductile iron pipe and fittings, valves and PVC pipe to mechanical joint pipe or fittings, or bell to spigot PVC pipe joints. The restrainer shall accommodate the full working pressure rating of the pipe plus surge allowance. In the assembly of the restrain device, the contractor shall tighten the bolts to the correct torque range as recommended by the restraint manufacturer. The restrainers shall be painted black for ductile iron pipe and painted red for PVC pipe applications. The restraining device shall not damage or lower the working pressure of the pipe installed. Restrainers shall be properly stored to minimize sand and DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 213 debris build-up. Specifically, the twist-off-screws and associated threads shall be clean (free of sand) prior to installation. Restrainer specifically for ductile iron pipe may be restrained by utilizing a joint restraint gasket which includes a stainless steel locking segment vulcanized into the rubber gasket. The gasket shall be rated for operating pressures up to 250 psi based on the performance requirements of ANSI/ A WW A C 111/ A21.11. 9-30.3 Valves 9-30.3(1) Gate Valves (3-inches to 16-inches) (July 2022, City of Auburn GSP) Delete this section and replace it with the following: Resilient wedge gate valves shall be used on all 12 inch and smaller water lines and shall be manufactured by Clow, American Flow Control, Waterous, M & H, Kennedy or Mueller with epoxy-coated valve interiors. The valves shall conform to ANSI/AWWA Specifications C509 or C515 with a 200-psi working pressure rating (minimum). They shall be iron bodied, bronze-mounted, non-rising stem and counterclockwise opening with a 2 inch square operating nut. All valves on the fire hydrant line(s) shall be 6-inch diameter mechanical joint by flange. All other valves shall be either mechanical joint by flange or Mechanical joint shackled to tees or crosses. Valve stems shall be provided with O-ring seals. 9-30.3(3) Butterfly Valves (December 2020, City of Auburn) Supplement this section with the following: Butterfly valves shall conform to AWWA Specification C-504, Class 150 B shall have Mechanical joint ends and be rated at 150 psi or higher working pressure and shall be manufactured by Mueller, Clow, M&H, or Kennedy. Operator shall have standard AWWA 2 inch square nut. 9-30.3(4) Valve Boxes (February 2018, City of Auburn GSP) Supplement this section with the following: Valve boxes shall be two-piece, adjustable, cast-iron (with additional extension pieces, if necessary), as manufactured by the Olympic Foundry Company, East Jordan Iron Works, or approved equivalent, with a minimum inside diameter of 5 inch. The word “WATER” shall be cast in relief on the top of all valve box covers. In addition, the letters “NC” shall be cast in place on valve box covers for those valves that are normally closed. Valve box covers shall have a deep skirt per City of Auburn Standard Detail W-18. 9-30.3(7) Combination Air Release/Air Vacuum (September 2021, City of Auburn GSP) The first sentence of the second paragraph is revised to read: The body and cover shall be ductile iron. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 214 9-30.3(8) Tapping Sleeve and Valve Assembly (January 2017, City of Auburn GSP) Supplement this section with the following: Tapping sleeves and valves shall conform to the following: 1. For wet taps on mains 12 inch diameter and larger or size-on-size, the tapping sleeve shall be the full M.J. type, cast-iron, twin seal as manufactured by Mueller, Tyler, Taylor, M & H, or epoxy-coated fabricated-steel, as manufactured by JCM, Rockwell or approved equivalent; 2. For wet taps on mains 10 inch diameter and smaller, or at least 2 inch diameter smaller than the main size, the tapping sleeve shall be the wraparound style, stainless steel or epoxy-coated fabricated-steel, or cast- iron M.J. as manufactured by Romac, Ford, M & H, Rockwell, Smith Blair, or approved equivalent. 9-30.5 Hydrants (September 2020, City of Auburn GSP) Supplement this section with the following: Fire hydrants shall have two 2½-inch hose ports (National Standard Thread) and one 4½-inch pumper port (National Standard Thread) with caps and no chains, 1¼ inch pentagonal operating nut (counterclockwise) opening, O-ring-type stuffing box, automatic barrel drain, and 5¼ inch valve opening. Hydrants shall be equipped with a 5 inch Storz adapter with blind cap, or approved equivalent. Hydrants shall conform to the latest revision of AWWA Specification C502 for dry-barrel fire hydrants for ordinary water service. Hydrants shall be Mueller “Super Centurion 250” or M & H Style 129. 9-30.6 Water Service Connections (2 inches and Smaller) 9-30.6(3) Service Pipes 9-30.6(3)B Polyethylene Tubing (October 2023, City of Auburn GSP) Replace this section with the following: Polyethylene tubing shall meet the requirements of AWWA C901. Tubing shall be high molecular mass with a 200 psi rating. Tubing used for 1 and 2 inch shall be SDR 9 (copper tube size) with stainless steel liners in all couplings and wrapped a #10 insulated copper tracer wire wrapped around pipe. 9-37 VACANT (August 2016, City of Auburn GSP) This section, including title, is replaced with the following including subsections: DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 215 9-37 Filter Fabric 9-37.1 Filter Fabric for Infiltration Systems (September 2021, City of Auburn GSP) Filter fabric for permanent infiltration systems shall be a non-woven, needle punched polypropylene geotextile fabric meeting the requirements of AASHTO M-288-06 for class 3 applications. (February 2018, City of Auburn GSP) Supplement Division 9 with the following new section including subsections: 9-38 Submittal Approval 9-38.1 Submittals (February 2018, City of Auburn GSP) This section applies to all items that are required to be submitted to the Engineer for review, approval, and acceptance, including, but not limited to: • Non-Material Submittals (i.e haul routes, Traffic Control Plans (TCP’s), requests for substitution, breakdown of lump sum items, schedules, road closure requests, material product samples, color palettes or swatches, warranty documentation, Operations and Maintenance (O&M) manuals, Spill Prevention, Control, and Countermeasure (SPCC) Plan, Stormwater Pollution Prevention (SWPP) Plan, schedule of submittals, etc.); • Material Submittals (i.e. Request for Approval of Material (RAM) or Request for use of an item on the WSDOT Qualified Product List (QPL)); and • Material Acceptance Documentation (i.e. Certification of Material Origin (CMO), Manufacturer’s Certificate of Compliance (MCC), miscellaneous certificates of compliance, mill and test reports, Catalog Cuts, Shop Drawings, Visual Acceptance, Reduced Acceptance Criteria, Sampling and Testing, etc.). 9-38.1(1) Submittal Transmittal Procedures (February 2023, City of Auburn GSP) Except as specified otherwise in the Contract Documents, all submittals shall be made electronically. Each electronic email shall be limited to 10 MB’s in size. All electronic submittals shall be clear, sharp high contrast electronic files provided in Microsoft Word 2016, Microsoft Excel 2016, PDF, or other Engineer approved formats. In the event the Contractor cannot meet the 10 MB’s size limit for a specific submittal, the Contractor may request to submit the individual submittal to the City as a hardcopy or other submittal approach subject to Engineer approval. Such requests shall be made in writing and include an explanation of why the Contractor is requesting to make a hardcopy submittal(s). It will be at the Engineer’s sole discretion whether the request to submit hard copy submittals is approved and no additional compensation or time extension shall be granted in relation to the Engineer’s decision. Hardcopy submittals shall be either mailed to the City of Auburn Public Works Department at 25 West Main St, Auburn, WA 98001 or dropped off at the City DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 216 of Auburn Customer Service Center located on the 2nd floor of the One East Main St, Auburn WA 98001 building. (City Contracts, February 2023, City of Auburn GSP) Supplement this section with the following: Submittals shall be transmitted via e-mail to PWSubmittals@auburnwa.gov. The e- mail subject line of electronic submittals shall include the following: <<<Project Number>>>, <<<Project Name>>> - <<<Submittal Title>>>. (Non-City Contracts, February 2023, City of Auburn GSP) Supplement this section with the following: All submittals shall be made electronically and shall be transmitted via e-mail to devsubmittals@auburnwa.gov. The e-mail subject line of electronic submittals shall include the following: <<<Permit/FAC Number>>>, <<<Project Name>>> - <<<Submittal Title>>>. 9-38.1(2) Request for Submittal Approval (RSA) Form Instructions (February 2018, City of Auburn GSP) All submittals shall accompany a City of Auburn “Request for Submittal Approval” (RSA) form as a cover letter. The City provided RSA form is a writable Portable Document Format (PDF) form and shall remain writable until the City returns the signed reviewed submittal. Any submittals made without this form or without all of the required information on the form filled out by the Contractor shall be rejected without review. No additional compensation or time extension shall be granted for a Contractor not supplying this form as a cover letter for their submittals or for an improperly filled out form. The RSA form shall be completed by the Contractor as follows: 1. For any item being submitted to the City for review and approval for the first time, check the “New Submittal” box. The City will assign the item a submittal number. For items that have been previously submitted and require a re-submittal, check the “Re-submittal of No. ___” box and fill in the submittal number that was assigned by the City to the original submittal. For submittals that are providing Material Acceptance Documentation for a submittal that has been previously made, the Contractor shall check the “Material Acceptance Documentation for Submittal No.___” box and fill in the submittal number that was assigned by the City for which the Contractor is supplying the acceptance documentation for. 2. Fill in the Contract Number (I.E. ## - ##) and Contract/Project Name; 3. Fill in the Project Identifying Number (I.E. CP####); 4. Fill in the Date the Submittal was transmitted to the City; 5. Provide the Contractor’s name and, if applicable, the name of Subcontractor or supplier who prepared the submittal; 6. The Contractor is strongly encouraged to submit only one material or item per RSA form, however if more than one material or item is listed on the form then provide a DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 217 General Submittal Title that is applicable to the group. If only one material or item is submitted on the form then provide the same name described in bullet point number 8 for the General Submittal Title. • Do not group non-like materials or items on the same form. • Do not group multiple bid item numbers for the same material. In instances where a material is applicable to multiple bid item numbers, then list that material for as many times as there are bid item numbers (For instance, if Crushed Surfacing Top Course is the material being submitted on, and this material is applicable to bid item numbers 27 and 56, then this material shall be listed twice on the RSA form). 7. When applicable, provide the Bid Item number the submittal is referencing; 8. Provide a submittal description (be specific). For material submittals, provide the Type of Material, the Manufacturer’s Product/Type, or the trade name of the product; 9. When applicable, provide the Name and the Location of the Fabricator or the Manufacturer’s name or the Pit Number. This should be the actual manufacturer, not the supplier or distributor, 10. Provide the Contract Specification section number(s) or the page number the submittal material is referencing, or you can list the Plan Sheet number; and 11. For material submittals, indicate whether the submittal is requesting use of the WSDOT Qualified Product List (QPL) or if the submittal is a Request for Approval of Material (RAM) that is not in the QPL, by checking the appropriate box. For non- material submittals and for material acceptance documentation these boxes shall be left blank. If the Contractor elects to use a product listed in the QPL, the submittal documentation shall be prepared in accordance with the instructions in the WSDOT QPL program and shall be the most current list available at the time the product is proposed to be used. If the Contractor elects not to use the QPL or if the material is not listed in the QPL, then supporting documentation for the RAM shall be submitted for review and approval per Section 9-38.1(3) (Request for Approval of Material (RAM) Submittal Content). 9-38.1(3) Request For Approval Of Material (RAM) Submittal Content (February 2018, City of Auburn GSP) This Section covers content for Requests for Approval of Material (RAM). RAM submittals shall include the following, where applicable: 1. Each submittal shall include all of the items and materials required for a complete assembly, system or Specification Section. 2. Submittals shall contain all of the physical, technical and performance data required by the specifications or necessary to demonstrate conclusively that the items comply with the requirements of the Contract Documents. 3. Include information on characteristics of electrical or utility service required and verification that such requirements have been coordinated with service provided by the work and by other interconnected elements of the work. 4. Provide verification that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 218 compatible with other interrelated items that are existing or have or will be submitted. 5. Label each Product Data submittal with the information required in this Section. Highlight or mark every page of all Product Data submittals to show the specific items being submitted and all options included or choices offered. 6. Label each Shop Drawing and Sample with the information required in this Section. Highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. 7. Additional requirements for submittals are contained in the Technical Specification sections. 8. Designation of work as Not in Contract (NIC) or “by others” shown on the Shop Drawings, shall mean that the work will be the responsibility of the Contractor rather than the subcontractor or supplier who has prepared the Shop Drawings. A separate letter explaining deviations shall accompany any submittal(s) that contain deviations from the requirements of the Contract Documents. The Contractor’s letter shall: 1. Cite the specific Contract requirement, including the Specification Section and paragraph number, for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction and explain its advantages and/or disadvantages to the City. 3. State the reduction in Contract Price, if any, that is offered to the City. 9-38.1(4) Shop Drawings, Product Samples, and Operation and Maintenance Manuals (November 2022, City of Auburn GSP) This section covers Shop Drawings, Product Samples, Color Swatches, and Operation and Maintenance (O&M) Manuals that are required to be submitted in hard copy format for review and approval. 1. Shop Drawings: Submit 1 copy electronically for review. The Contractor is responsible for distributing the City returned submittals to its superintendent, subcontractors and suppliers. 2. Product Samples and Color Swatches/Palettes: Unless stated otherwise in each individual specification section referencing a product where a sample is requested, the Contractor shall submit 1 labeled product sample or 1 set of manufacturers’ full range of colors and finishes as ordered by the Engineer and at no additional cost to the Contracting Agency. Product samples or manufacturer color swatches/palettes will not be returned to the Contractor. 3. O&M Manuals: For Draft O&M Manuals, Submit 1 copy electronically for review. The Contractor is responsible for making and distributing the required number of additional copies of the City returned submittals to its DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 219 superintendent, subcontractors and suppliers. Contractor shall submit 1 copy electronically and 1 hard copy of each final and approved O&M Manual. 9-38.1(5) Engineer’s Submittal Review (November 2019, City of Auburn GSP) Submittals will be reviewed and approved by the Engineer per the following: • For all Non-Material Submittals, the Engineer will mark the RSA form with one of the ‘Submittal Approval Codes’ listed under column ‘A’ on the form. • For Material Submittals requesting the use of the QPL, the Engineer will mark the RSA form with the appropriate QPL approval code found on the QPL form. The QPL approval code is represented by a four digit number. • For Material Submittals requesting a RAM, the Engineer will mark the RSA form with one of the ‘Material Acceptance Codes’ listed under column ‘B’ on the form. If a RAM is submitted for a material that is found on the QPL, the Engineer may mark the RAM with the appropriate QPL code for that material. • For Material Acceptance Documentation, the Engineer will mark the RSA form with one of the ‘Submittal Approval Codes’ listed under column ‘A’ on the form. The Provisions of Section 1-06 (Control of Material) shall also apply to this section. The City will return an electronic signed copy of each reviewed submittal to the Contractor at the email address on record with the City. The Contractor is responsible for distributing the electronic copies or making the required number of hard copies of City returned submittals to its superintendent, subcontractors and suppliers. 9-38.1(6) Submittal Approval and Acceptance Codes (February 2018, City of Auburn GSP) This section covers the definitions of the ‘Submittal Approval’ codes and ‘Material Acceptance’ codes found on the RSA form. Submittal Approval Codes will indicate: 1. “NET” (NO EXCEPTIONS TAKEN) – The submittal is approved subject to its compatibility with future submissions and additional partial submissions for portions of the work not covered in this submission. Does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. “MCN” (MAKE CORRECTIONS NOTED (NO RESUBMISSION REQUIRED) – The submittals is approved subject to minor corrections that shall be made by the Contractor and subject to its compatibility with future submissions and additional partial submissions for portions of the work not covered in this submission. Does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. “AR” (AMEND AND RESUBMIT) – The submittal is rejected because of major inconsistencies or errors which shall be resolved or corrected by the DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 220 Contractor prior to subsequent submittal. An amended resubmission is required. 4. “RR” (REJECTED – RESUBMIT) – The submittal does not conform to the Contract Plans and Specifications in major respect. A new submission is required. 5. “NR” (NOT REVIEWED) – The submitted information is not required on project and was not reviewed by the Engineer. The ‘Material Acceptance Code’ will indicate the required documentation for the material to be accepted for use on the project: Code 1. Acceptance based upon a “Satisfactory” Test Report for samples of materials to be incorporated into project for acceptance – Material is approved and requires certified testing for acceptance. Code 2. Submit a Manufacturer’s Certificate of Compliance (MCC) for “Acceptance” prior to use of material – Material is approved and requires a MCC for acceptance. Code 3. Submit Catalog Cuts for acceptance prior to use of material – Material is approved and requires a catalog cut(s) prior to acceptance. Code 4. Submit Shop Drawings for “Approval” prior to fabrication of material – Material requires approved shop drawing(s) for acceptance. Code 5. Only “Approved for Shipment,” “WSDOT Inspected,” or “Fabrication Approval decal” material shall be used. (Federal Projects Only)- Fabricated material that requires a WSDOT inspected stamp or marking for acceptance. Code 6. Submit a Certificate of Materials Origin (CMO). (Federal Projects Only)- Iron or steel material and requires a CMO for acceptance. Code 7. N/A – This code is not used for material acceptance. Code 8. Source Approved: - Material may be proprietary. Material requires a visual inspection upon arrival to the job site for acceptance. Code 9. Approval Withheld: Submit samples for preliminary evaluation. – Material approval is withheld pending review of product samples or manufacturer’s color palettes. Code 10. Approval Withheld: (See City remarks on the Form) Code 11. Miscellaneous Acceptance Criteria: - Material is approved and conditionally accepted as noted. Code 12. LAG – Approved Catalog Cut Documented with: □ Mfg. Cert. of Comp. □ Visual Inspection - Material is approved with a Catalog Cut and requires either a Manufacturer’s Certificate of Compliance or a Visual Inspection for acceptance. When a material is marked as approved, it does not necessarily constitute acceptance of the material for incorporation into the work. All of the additional acceptance actions, as noted on the RSA form or on the QPL must be completed prior to the material being accepted for use. DIVISION 9: MATERIALS Issued February 2023 City of Auburn Engineering Construction Standards Page 221 Change orders or force account work requires the same material approval and acceptance as any other bid item. 9-38.2 Schedule of Submittals (City Contracts, November 2022, City of Auburn GSP) The Contractor shall submit a preliminary Schedule of Submittals. The Schedule of Submittals shall include the intended dates for which each submittal required by the Contract Documents will be made. The Schedule of Submittals must be accepted prior to payment. Identify the items that will be included in each submittal by listing the item or group of items and the specification section and paragraph number under which they are specified. Indicate whether the submittal is required for product review of proposed equivalents, Shop Drawings, Product Data or Samples or required for product information only. It is the Contractors responsibility to anticipate and provide all submittals required for the project. The time required to evaluate and review requests for submittals is not the same for all submittals. The Contractor shall allow a minimum of 15 working days, unless otherwise noted, for the Engineer’s review. The Contractor shall also allow adequate time for manufacturer delivery at the construction site without causing delay to the work. All submittals shall be in accordance with the approved Schedule of Submittals. Submittals shall be made early enough to allow for unforeseen delays such as: 1. Failure to obtain favorable review because of inadequate or incomplete submittal or because the item submitted does not meet the requirements of the Contract Documents. 2. Delays in manufacture. 3. Delays in delivery. End Of Division 9 Issued February 2024 City of Auburn Engineering Construction Standards Page 1 GENERAL SPECIAL PROVISIONS February 2024 City of Auburn Engineering Services Public Works Department 25 West Main Street Auburn, WA 98001-4998 Approved By: Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer 2/16/2024 City of Auburn Issued February 2024 Engineering Construction Standards Page 2 This page intentionally left blank. City of Auburn Issued February 2024 Engineering Construction Standards Page 3 PREFACE FOR THE CITY OF AUBURN GENERAL SPECIAL PROVISIONS Per Auburn City Code (ACC) 12.04.020, all public work construction contracts of the City, including but not limited to streets and sidewalks, storm water and sanitary sewer systems, and water systems, and all work within City public right-of-way performed by the City and others shall conform to the Engineering Construction Standards (ECS). The ECS apply to City capital projects and to work performed by developers and others under construction permits (CON), grading permits (GRA), storm permits (STM), other utility permits, and public facility extensions (FAC). The City of Auburn has adopted the ECS to require the standardization of design and construction elements for consistency, to assure that public safety needs are met, and to comply with Local, State, and Federal regulations. The General Special Provisions is a sub-part of the ECS and includes the following elements: A) By reference, Division 1 of the Washington State Department of Transportation’s (WSDOT) Standard Specifications (M41-10) for Road, Bridge and Municipal Construction, 2024 edition publication (Standard Specifications). The Standard Specifications are available at https://wsdot.wa.gov/engineering-standards/all-manuals- and-standards/manuals/standard-specifications-road-bridge-and-municipal- construction. Terms and conditions in the Standard Specifications that reference the following elements apply only to City Contracts and do not apply to CON, GRA, or FAC work: Bidding, Award, Claims, Payment, Measurement, Liquidated Damages, Compensation, Sales Tax, Requests to Sublet, and other terms and conditions that are specific a contractual obligations between the City and Contractor. B) Special Provisions are adopted by the City that supplement, delete, replace, and revise the Standard Specifications. The Special Provisions include references that indicate the applicability of the special provision, the date it was last updated, and the source of the special provision contents: (“Applicability”, “Month” “Year” “Specification Source”) Where “Applicability” indicates “City Contracts” the specification applies only to capital projects under contract with the City. Where applicability indicates “Non-City Contracts” the specification only applies to projects and work that is not a capital project under contract with the City. Where “Applicability” is omitted, the specification applies to all work. C) Additional special provisions may be adopted on a project specific basis and provided separately with the specific project and/or permit that they apply to and are referred to as Project Specific Special Provisions. City of Auburn Issued February 2024 Engineering Construction Standards Page 4 This page intentionally left blank. Issued February 2024 City of Auburn Engineering Construction Standards Page 5 TABLE OF CONTENTS DIVISION 1 General Requirements ..................................................................................................... 9 1-01 Definitions and Terms .................................................................................................... 9 1-01.1 General ..................................................................................................................................... 9 1-01.3 Definitions ................................................................................................................................ 9 1-02 Bid Procedures and Conditions .................................................................................. 13 1-02.1 Qualifications of Bidder ......................................................................................................... 13 1-02.2 Plans and Specifications ......................................................................................................... 13 1-02.4 Examination of Plans, Specifications and Site of Work ......................................................... 14 1-02.5 Proposal Forms ...................................................................................................................... 14 1-02.6 Preparation of Proposal .......................................................................................................... 14 1-02.7 Bid Deposit ............................................................................................................................ 15 1-02.9 Delivery of Proposal .............................................................................................................. 16 1-02.10 Withdrawing, Revising, or Supplementing Proposal ............................................................. 16 1-02.12 Public Opening of Proposals .................................................................................................. 17 1-02.13 Irregular Proposals ................................................................................................................. 17 1-02.14 Disqualification of Bidders .................................................................................................... 18 1-02.15 Pre-Award Information .......................................................................................................... 19 1-03 Award and Execution of Contract ............................................................................... 19 1-03.1 Consideration of Bids ............................................................................................................. 19 1-03.3 Execution of Contract ............................................................................................................ 20 1-03.4 Contract Bond ........................................................................................................................ 20 1-03.7 Judicial Review ...................................................................................................................... 21 1-03.8 City Determination ................................................................................................................. 22 1-04 Scope of the Work ........................................................................................................ 22 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications and Addenda 22 1-04.6 Variation in Estimated Quantities .......................................................................................... 23 1-04.11 Final Cleanup ......................................................................................................................... 24 1-05 Control of Work ............................................................................................................. 24 1-05.1 Authority of the Engineer ....................................................................................................... 24 City of Auburn Issued February 2024 Engineering Construction Standards Page 6 1-05.4 Conformity with and Deviations from Plans and Stakes ........................................................ 25 1-05.7 Removal of Defective and Unauthorized Work ..................................................................... 30 1-05.10 Guarantees .............................................................................................................................. 31 1-05.11 Final Inspection ...................................................................................................................... 31 1-05.11 Final Inspections and Operational Testing ............................................................................. 32 1-05.11(1) Substantial Completion Date .................................................................................................. 32 1-05.11(2) Final Inspection and Physical Completion Date .................................................................... 33 1-05.11(3) Operational Testing ................................................................................................................ 33 1-05.12 Final Acceptance .................................................................................................................... 33 1-05.13 Superintendents, Labor, and Equipment of Contractor .......................................................... 34 1-05.14 Cooperation with Other Contractors ...................................................................................... 34 1-05.16 Water and Power .................................................................................................................... 34 1-05.16 Water and Power .................................................................................................................... 34 1-05.17 Construction Record Drawings .............................................................................................. 34 1-06 Control of Material ........................................................................................................ 38 1-06.1 Approval of Materials Prior to Use ........................................................................................ 38 1-06.6 Recycled Materials ................................................................................................................. 39 1-07 Legal Relations and Responsibilities to the Public .................................................. 39 1-07.1 Laws to be Observed .............................................................................................................. 39 1-07.2 State Taxes ............................................................................................................................. 40 1-07.2 State Taxes ............................................................................................................................. 40 1-07.5 Environmental Regulations .................................................................................................... 41 1-07.6 Permits and Licenses .............................................................................................................. 41 1-07.11 Requirements for Nondiscrimination ..................................................................................... 42 1-07.13 Contractor’s Responsibility for Work .................................................................................... 42 1-07.15 Temporary Water Pollution Prevention ................................................................................. 42 1-07.16 Protection and Restoration of Property .................................................................................. 43 1-07.17 Utilities and Similar Facilities ................................................................................................ 44 1-07.18 Insurance ................................................................................................................................ 46 1-07.18 Insurance ................................................................................................................................ 48 1-07.23 Public Convenience and Safety .............................................................................................. 52 1-07.24 Rights of Way ........................................................................................................................ 56 1-07.29 Haul Routes ............................................................................................................................ 57 City of Auburn Issued February 2024 Engineering Construction Standards Page 7 1-08 Prosecution and Progress ........................................................................................... 57 1-08.0 Preliminary Matters ......................................................................................................................... 57 1-08.0(1) Preconstruction Conference ........................................................................................................ 57 1-08.0(2) Hours of Work ............................................................................................................................ 58 1-08.0 Preliminary Matters ................................................................................................................ 58 1-08.1 Subcontracting ....................................................................................................................... 60 1-08.4 Notice to Proceed and Prosecution of the Work .................................................................... 61 1-08.5 Time for Completion .............................................................................................................. 62 1-08.6 Suspension of Work ............................................................................................................... 63 1-08.9 Liquidated Damages ............................................................................................................... 63 1-09 Measurement and Payment ......................................................................................... 64 1-09.1 Measurement of Quantities .................................................................................................... 64 1-09.2 Weighing Equipment ............................................................................................................. 65 1-09.3 Scope of Payment ................................................................................................................... 65 1-09.4 Equitable Adjustment ............................................................................................................. 65 1-09.6 Force Account ........................................................................................................................ 65 1-09.8 Payment for Material on Hand ............................................................................................... 66 1-09.9 Payments ................................................................................................................................ 66 1-09.11 Disputes and Claims ............................................................................................................... 68 1-09.13 Claims Resolution .................................................................................................................. 69 1-10 Temporary Traffic Control ........................................................................................... 69 1-10.1 General ................................................................................................................................... 69 1-10.2 Traffic Control Management .................................................................................................. 69 1-10.3 Traffic Control Labor, Procedures, and Devices .................................................................... 70 1-10.4 Measurement .......................................................................................................................... 71 1-10.5 Payment .................................................................................................................................. 71 City of Auburn Issued February 2024 Engineering Construction Standards Page 8 This page intentionally left blank. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 9 DIVISION 1 General Requirements 1-01 Definitions and Terms 1-01.1 General (April 2006 City of Auburn GSP) Add the following before the first paragraph: Whenever the words “as directed”, “as required”, “as permitted”, or words of the like effect are used, it shall be understood that the direction, requirement or permission of the City of Auburn is intended. The words “sufficient”, “necessary”, “proper”, and the like shall mean sufficient, necessary or proper in the judgment of the City of Auburn. The words “approved”, “acceptable”, “satisfactory”, or other words of the like shall mean approved by, or acceptable to, the City of Auburn. 1-01.3 Definitions (February 2024 City of Auburn GSP) Supplement this section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms “State”, “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. City of Auburn See Contracting Agency. Contract Documents See definition for “Contract”. Current Edition The latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. Equal Products The terms “or equal”, “approved equal”, “approved equivalent” “or equivalent”, etc., as used in the Contract Documents, shall mean a manufactured article, material, method, or work, which in the opinion of the Engineer, is equally desirable or suitable for the purposes intended in the Contract Documents, as compared with similar articles specifically mentioned therein. Project DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 10 The term Project shall mean the Work governed by the Contract Documents. Shop Drawings Same as “Working Drawings” as defined in the Standard Specifications. Standard Details Same as “Standard Plans” as defined in the Standard Specifications. Standard Plans The manual of standard Plans adopted by the City of Auburn is the City of Auburn Standard Details, which includes City of Auburn Standard Details and certain WSDOT Standard Plans by reference. Standard Specifications The Standard Specifications for Road, Bridge and Municipal Construction, 2024 edition as issued by the Washington State Department of Transportation, hereinafter referred to as the “Standard Specifications”. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. (City Contracts, January 2024 City of Auburn GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the City letter to the Contractor notifying the Contractor of the contract award. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Final Acceptance Date See Completion Date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 11 required by the Contract and required by law must be furnished by the Contractor before establishment of this date. (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: All references to “Final Contract Voucher Certification” shall be interpreted to mean the final payment form established by the Contracting Agency. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or materials of construction for performing the same work. Bid Proposal Package The documents to be submitted by the Contractor for bid consideration. The “Bid Proposal Package” includes those documents identified in the Bidder’s Checklist, and may include, but not be limited to the following: • Bidder’s Checklist • Proposal Form • Contractor Certification Wage Law Compliance • Responsible Bidder Information • Proposed Equipment and Manpower Schedule • Local Agency Subcontractor List • Bid Bond Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Equitable Adjustment or Eq. Adj. The term Equitable Adjustment or Eq. Adj. used in the Bid Proposal Form for Units shall mean that the City has included an estimated dollar amount for that bid item only to provide a common proposal for Bidders. All such dollar amounts are to become part of the Contractor’s total bid. Estimate The term Estimate or Est. used in the Bid Proposal Form for Units shall mean that the City has included an estimated dollar amount for that bid item, only to provide a common proposal for Bidders. All such dollar amounts are to become part of the Contractor’s total bid. Incidental Work The terms incidental to the project, incidental to the involved bid item(s), etc., as used in the Contract Documents shall mean that the Contractor is required to provide the specified work complete and the cost of such work shall be incidental and included in the unit contract prices as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made for this work. Major Contract Bid Item DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 12 A major contract bid item is any bid item, unless specifically excluded in the special provisions, for which the contract price amounts to 10 percent or more of the total contract price as determined by the original proposed quantities and the unit contract prices at the time of award. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Supplemental Drawings and Instructions Additional instructions by the Engineer at the request of the Contractor by means of drawings or documents necessary, in the opinion of the Engineer, for the proper execution of the work. Such drawings and instructions are consistent with the Contract Documents. (Non-City Contracts, February 2023 City of Auburn GSP) Supplement this Section with the following: Contractor Contractor shall refer to the applicant, permit(s) holder, and/or developer. Contract Execution and Contract Execution Date Contract Execution shall refer to the Notice to Proceed. Contract Plans The City approved plans and the Standard Details and/or Standard Plans referenced by them, which show location, character, and dimensions of the prescribed work including layouts, profiles, cross-sections, and other details. Contract Time The period of time established by the terms and conditions of the Contract between Notice to Proceed and Final Acceptance. Current Edition The latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date of the plan approval or permit issuance, as applicable, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. Dates Completion Date See Final Acceptance Date Final Acceptance Date and Final Acceptance For public facility extension (FAC) work, the Final Acceptance Date is the date on which the Developer has satisfied the terms of the FAC Agreement such that the City accepts the public portions of the FAC work for ownership and maintenance and the warranty period begins. For non-FAC work, the Final Acceptance Date refers to the date the City has verified the work performed by the Contractor is complete and all associated permit and other requirements have been satisfied. Physical Completion and Physical Completion Date DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 13 Physical completion refers to the City’s determination that the Contractor has completed all physical Work. Engineer The term Engineer shall be used to mean the City Engineer or any designee thereof and does not refer to the Developer’s, Permit holder’s, or Contractor’s engineer. Measurement The term Measurement, when used in reference to measuring material for payment, is used in reference to City contract bid items and is not applicable to Non-City projects and work. Notice to Proceed and Notice to Proceed Date The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins, or, as applicable, the issuance of permit(s) by the City that authorizes the Contractor to proceed with the Work as may be conditioned by the permit(s). Payment The term Payment is used in reference to City Contract bid items and is not applicable to Non-City projects and work. 1-02 Bid Procedures and Conditions 1-02.1 Prequalification of Bidders (City Contracts, January 24, 2011 APWA GSP) Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. (City Contracts, April 2006 City of Auburn GSP) Supplement this section with the following: The bidder shall fill out and sign the “Responsible Bidder Information” and the “Proposed Equipment and Manpower Schedule” contained in the “Bid Proposal Package” of this document. These forms must be completed and submitted with the bid. 1-02.2 Plans and Specifications (City Contracts, August 2020 City of Auburn) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the work. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 14 1-02.4 Examination of Plans, Specifications and Site of Work 1-02.4(1) General (City Contracts, January 19, 2022 APWA GSP Option A) The first sentence of the ninth paragraph, beginning with “Any prospective Bidder desiring…”, is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.4(2) Subsurface Information (City Contracts, August 2022 City of Auburn GSP) The third and fourth sentences in the first paragraph are revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. The boring logs and associated data, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. (City Contracts, January 2017 City of Auburn GSP) Supplement this section with the following: Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the year, the City of Auburn makes no representation of such conditions as they may pertain to this project. The Contractor shall be responsible for any and all cribbing, sheet piling, de-watering, or other construction methods or procedures, which may be necessary to complete the project and additional compensation will not be allowed, unless otherwise specified in this document. 1-02.5 Proposal Forms (City Contracts, July 31, 2017 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (City Contracts, January 4, 2024 APWA GSP 1-02.6, Option B) DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 15 Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last two paragraphs, and replace them with the following: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any DBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any DBE requirements are to be satisfied through such an agreement. (City Contracts, June 2017 City of Auburn GSP) Supplement this section with the following: Any correction to a bid made by interlineation, alteration, or erasure, may also be initialed by an authorized representative of the bidder. 1-02.7 Bid Deposit (City Contracts, May 2015 City of Auburn GSP) This section is revised as follows: The third and fourth sentences of the first paragraph are deleted. The last paragraph is deleted and replaced with the following: The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. (City Contracts, March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 16 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (City Contracts, January 2023 City of Auburn GSP) Delete this section and replace it with the following: The City will not consider proposals it receives after the time fixed for opening bids as specified in Section 1-02.12 (Public Opening of Proposals). Executed Bid Proposal Package documents shall be submitted in a sealed envelope provided by the Bidder, to the following address: Office of the City Clerk City of Auburn 25 West Main Street Auburn, WA 98001-4998 The sealed Bid Proposal Package shall be plainly marked with the Bidder’s firm name, return address and telephone number, and in the lower left-hand corner marked with “Sealed Bid for:” followed by the project number, project name, and bid opening date and time. Proposals may also be sent by mail. Mailed proposals shall be sealed in a second envelope, also addressed and marked as stated above. If the mail option is chosen, it is the Contractor’s sole responsibility to ensure that the City receives the Proposal prior to the specified Bid Opening date and time. Proposals received after the specified Bid Opening date and time will be deemed non-responsive and will not be opened or considered. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (City Contracts, July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 17 If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.12 Public Opening of Proposals (City Contracts, January 2023 City of Auburn GSP) Supplement the Section with the following: Bid Proposal Packages will be opened and publicly read aloud by the City Clerk’s Office in the Auburn City Hall located at 25 West Main Street, Auburn WA at the bid opening date and time specified in the Invitation for Bids. City of Auburn bid openings will be held virtually and telephonically. Access to the Virtual Meeting and phone number to listen to the public bid opening is included in the Bid Proposal Package. 1-02.13 Irregular Proposals (City Contracts, January 4, 2024 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The Bidder adds provisions reserving the right to reject or accept the Award, or enter into the Contract; c. A price per unit cannot be determined from the Bid Proposal; d. The Proposal form is not properly executed; e. The Bidder fails to submit or properly complete a subcontractor list (WSDOT Form 271-015), if applicable, as required in Section 1-02.6; f. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification (WSDOT Form 272-056), if applicable, as required in Section 1-02.6; g. The Bidder fails to submit Written Confirmations (WSDOT Form 422-031) from each DBE firm listed on the Bidder’s completed DBE Utilization Certification that they are in agreement with the bidder’s DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; h. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award in accordance with Section 1-07.11; i. The Bidder fails to submit a DBE Bid Item Breakdown (WSDOT Form 272- 054), if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 18 j. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. The authorized Proposal Form furnished by the Contracting Agency is not used or is altered; d. The completed Proposal form contains unauthorized additions, deletions, alternate Bids, or conditions; e. Receipt of Addenda is not acknowledged; f. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or g. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (City Contracts, May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder’s compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency’s final determination. (City Contracts, April 2014 City of Auburn GSP) Supplement this section with the following: The City of Auburn reserves the right to determine the lowest responsible bidder based on factors other than just price, including but not limited to the following: 1. Liability exposure; 2. References and past performance; 3. Judgments entered against the bidder within the last 5 years that shows a history of failing to meet the terms of the contract; 4. History of claims with other agencies on similar projects; DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 19 5. Inadequate or ambiguous specifications; 6. Specifications have been revised; 7. Lowest responsible bid deemed not the best price obtainable; 8. Bids not independently arrived or submitted in bad faith (i.e., price fixing); 9. A determination made that all the necessary requirements of the bid process have not been met; 10. Insufficient competition; and, 11. Other claims or other indications that cancellation or rejection of all bids is clearly in the best interest of the City. For the purpose of this criterion, ‘bidder’ shall include the registered construction company submitting the bid, as well as the owner(s) of the company, and any other construction companies the owner(s) may currently or previously have owned. 1-02.15 Pre-Award Information (City Contracts, December 30, 2022 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 Award and Execution of Contract 1-03.1 Consideration of Bids (City Contracts, January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder’s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 20 (City Contracts, September 2021 City of Auburn GSP) Add the following new section: 1-03.1(2) Additive and Deductive Schedules The City reserves the right to select any, all, or none of the additive and/or deductive bid schedules provided on the Proposal Form. The Contractor must complete each additive and/or deductive bid schedule to be considered a responsive bid. The Contract award will be made based on the lowest responsible and responsive total bid, including any selected additive and/or deductive bid schedules, as determined by the City. 1-03.3 Execution of Contract (City Contracts, January 2024 City of Auburn GSP) Revise this section to read: Within 15 calendar days after the award date, the successful bidder shall return an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Within 20 calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 7 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (City Contracts, September 2019 City of Auburn GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond shall be a combined payment and performance bond and shall: 1. Be on Contracting Agency-furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 21 subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). (City Contracts, January 2015 City of Auburn GSP) Supplement this section with the following: The “Contract Bond” shall remain in force for one year following the “Completion Date” of the Contract to insure Contract defects during the one-year guarantee period in compliance with Section 1-05.10 (Guarantees). (City Contracts, May 17, 2018 APWA GSP) Add the following new section: 1-03.4(1) Retainage in Lieu of Contract Bond For contracts of $150,000 or less, the Contractor may, at the Contractor’s option, authorize the Contracting Agency to retain 10% of the contract amount in lieu of furnishing a performance and/or payment bond. If the Contractor elects this option, the retainage shall be held for a period of thirty (30) days after the date of final acceptance, or until receipt of all necessary releases from the Departments of Revenue and of Labor and Industries and settlement of any liens filed under RCW 60.28, whichever is later. The Contractor must advise the Contracting Agency in writing of the Contractor's election to authorize retainage in lieu of a bond, at the time of execution of the Contract. In choosing this option, the Contractor agrees that if the Contractor, its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract, and shall faithfully perform all the provisions of such contract and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of the Contract that may hereafter be made, at the time and in the manner therein specified, and shall pay all laborers, mechanics, subcontractors, and material suppliers, and all persons who shall supply such person or persons, or subcontractors, with provisions and supplies for the carrying on of such work, on his or her part, and shall indemnify and save harmless the Contracting Agency, its officers and agents from any claim for such payment, then the funds retained in lieu of a performance bond shall be released at the time provided above; otherwise, the funds shall be retained until the Contractor fulfills the said obligations. 1-03.7 Judicial Review (City Contracts, December 30, 2022 APWA GSP) Revise this section to read: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 22 All decisions made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. (City Contracts, August 2021 City of Auburn) Add the following new section: 1-03.8 City Determination The City reserves the right to determine the following: 1. Whether a proposal is irregular under the terms of Section 1-02.13, and 2. Whether a bidder is not responsible under Section 1-02.14. 1-04 Scope of the Work 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications and Addenda (Non-City Contracts, January 2023 City of Auburn GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Public Facility Extension Agreement (for public facility extension work) 2. City issued permit terms and conditions 3. Permit/FAC Plans 4. City of Auburn Engineering Construction Standards Part 1: Special Provisions 5. City of Auburn Engineering Construction Standards Part 2: Standard Details 6. Standard Specifications 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction (City Contracts, January 2023 City of Auburn GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda 2. Proposal Form 3. Project Specific Special Provisions 4. Contract Plans 5. City of Auburn Engineering Construction Standards Part 1: Special Provisions 6. City of Auburn Engineering Construction Standards Part 2: Standard Details 7. Standard Specifications 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction (February 2023 City of Auburn GSP) Supplement the section with the following: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 23 The Contractor shall have the Contract Documents available at the job site during construction. (January 2017 City of Auburn GSP) Add the following new section: 1-04.3(1) Contractor-Discovered Discrepancies The Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing work, report in writing to the Engineer any error, inconsistency, or omission in respect to design or mode of construction. If the Contractor, in the course of this study or in the accomplishment of the work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to the design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor’s duty to inform the Engineer immediately in writing, and the Engineer will promptly do the same. Any work done after such discovery, until correction of the Plans or authorization of extra work is given, if the Engineer finds that extra work is involved, will be done at the Contractor’s risk. If extra work is involved, the procedure shall be as provided in Section 1- 04.4, Changes. (Non-City Contracts, February 2023 City of Auburn GSP) Delete Section 1-04.4 in its entirety and replace with the following: 1-04.4 Changes Changes in Work shall be per Chapter 2 of the Engineering Design Standards. 1-04.4(1) Minor Changes (City Contracts, May 30, 2019 APWA GSP) Delete the first paragraph and replace it with the following: Payments or credits for changes amounting to $25,000 or less may be made under the Bid item “Minor Change”. At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4, Changes. All “Minor Change” work will be within the scope of the Contract Work and will not change Contract Time. (January 2017 City of Auburn GSP) The first two sentences of the second paragraph are deleted. 1-04.5(1)A Disputes Review Board (City Contracts, August 2021 City of Auburn GSP) Delete this Section and its Subsections in their entirety. 1-04.6 Variation in Estimated Quantities (City Contracts, December 30, 2022 APWA GSP, Option B) Revise the first paragraph to read: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of Work performed DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 24 under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work unless the total accepted quantity of the Contract item, adjusted to exclude added or deleted amounts included in change orders accepted by both parties, increases or decreases by more than 25 percent from the original Proposal quantity, and if the total extended bid price for that item at time of award is equal to or greater than 10 percent of the total contract price at time of award. In that case, payment for contract work may be adjusted as described herein: 1-04.11 Final Cleanup (February 2018 City of Auburn GSP) The third sentence of the first paragraph is revised to read: The City Right-of-Way, material sites, and all ground the Contractor occupied to do the Work shall be left neat and presentable. (February 2018 City of Auburn GSP) Supplement the section with the following: Final cleanup shall also include cleaning out all newly installed storm drain pipe and structures and any ditches that may have been filled during the work, replacing damaged surfacing, and putting the site in a neat, orderly condition and, in respect to structures, cleaning all windows and leaving buildings broom clean. 1-05 Control of Work 1-05.1 Authority of the Engineer 1-05.1(1) Oral Orders (August 2021 City of Auburn GSP) Supplement this section with the following: No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by the City. 1-05.1(2) Request for Information (RFI) (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: Requests for Information (RFIs) shall be made electronically and shall be transmitted via email to PWSubmittals@auburnwa.gov. The email subject line of electronic RFIs shall include the following: Project Number, Project Name, and RFI Title. Each email shall be limited to 10 MB in size. In the event the Contractor cannot meet the 10 MB size limit for a specific RFI, the Contractor may request to submit the individual RFI as a hardcopy. Hardcopy RFIs shall be either mailed to the City of Auburn Public Works Department at 25 West Main St, Auburn, WA 98001 or dropped off at the City of Auburn Customer Service Center located on the 2nd floor of the One East Main St, Auburn WA 98001 building. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 25 All RFIs shall accompany the City of Auburn “CIP Construction Request for Information (RFI)” form as a cover letter with enough information provided for the Engineer to respond accordingly. 1-05.4 Conformity with and Deviations from Plans and Stakes (September 2016 City of Auburn GSP) Revise the second sentence of the second paragraph to read: The allowable tolerance for the Contractor’s work shall not exceed 0.02 feet from lines, grades, depths and cross-sections shown on the Plans unless otherwise specified in these contract documents. (January 2023 City of Auburn GSP) Delete the fourth through seventh paragraphs of this section. (City Contracts, July 23, 2015 APWA GSP, Option 1) Supplement this section with the following: Roadway and Utility Surveys The Engineer shall furnish to the Contractor one time only all principal lines, grades, and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Slope stakes for establishing grading; 2. Curb grade stakes; 3. Centerline finish grade stakes for pavement sections wider than 25 feet; and 4. Offset points to establish line and grade for underground utilities such as water, sewers, and storm drains. On alley construction projects with minor grade changes, the Engineer shall provide only offset hubs on one side of the alley to establish the alignment and grade. (City Contracts, April 2018 City of Auburn GSP) Supplement this section with the following: The Contractor shall establish all survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the Engineer. Survey work shall be within the following tolerances: Stationing ±0.01 foot Alignment ±0.01 foot (between successive points) Superstructure Elevations ±0.01 foot (from plan elevations) Substructure Elevations ±0.05 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the Engineer all field books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements with appropriate dimensions of structural members being fabricated. (City Contracts, September 2016 City of Auburn GSP) The Contractor shall inform the Engineer at least 3 working days in advance where they intend to work, thus enabling the Engineer to set the engineering control point, lines, and DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 26 grades with a minimum of delay and interference. The Engineer may require additional advance notice dependent upon survey requirements and scheduling. Delays caused by lack of stakes or as a result of the Contractor failing to be specific when requesting survey staking shall not be the basis for additional time or claims for additional compensation by the Contractor. (City Contracts, July 23, 2015 APWA GSP, Option 2) Supplement this section with the following: Bridge and Structure Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain, as a part of Contractor’s organization, an experienced team of surveyors. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control, which will be provided by the Engineer: 1. Centerline or offsets to centerline of the structure. 2. Stations of abutments and pier centerlines. 3. A sufficient number of bench marks for levels to enable the Contractor to set grades at reasonably short distances. 4. Monuments and control points as shown in the Plans. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the Engineer. Survey work shall be within the following tolerances: Stationing ±0.01 foot Alignment ±0.01 foot (between successive points) Superstructure Elevations ±0.01 foot (from plan elevations) Substructure Elevations ±0.05 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the Engineer all field books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements with appropriate dimensions of structural members being fabricated. (Non-City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: Bridge and Structure Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain, as a part of Contractor’s organization, an experienced team of surveyors. The Contractor shall provide all surveys required to complete the structure, including the following primary survey control: 1. Centerline or offsets to centerline of the structure. 2. Stations of abutments and pier centerlines. 3. A sufficient number of bench marks for levels to enable the Contractor to set grades at reasonably short distances. 4. Monuments and control points as shown in the Plans. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 27 The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points. Survey work shall be within the following tolerances: Stationing ±0.01 foot Alignment ±0.01 foot (between successive points) Superstructure Elevations ±0.01 foot (from plan elevations) Substructure Elevations ±0.05 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the Engineer all field books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements with appropriate dimensions of structural members being fabricated. (Non-City Contracts, April 2018 City of Auburn GSP) Supplement this section with the following: The Contractor shall establish all survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements. Survey work shall be within the following tolerances: Stationing ±0.01 foot Alignment ±0.01 foot (between successive points) Superstructure Elevations ±0.01 foot (from plan elevations) Substructure Elevations ±0.05 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the Engineer all field books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements with appropriate dimensions of structural members being fabricated. (February 2023 City of Auburn GSP) Add the following new subsection to this section: 1-05.4(1) Monuments The Contractor shall work to preserve the existing monumentation as provided in RCW 58.09.130 and WAC 332-120. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor shall allow ample time for the Engineer and/or Contractor, as applicable, to acquire adequate information so that the monument may be replaced by the Contractor in its original position after construction. (City Contracts, February 2023 City of Auburn GSP) Add the following new subsection to this section: 1-05.4(2) Contracting Agency Provided Construction Staking 1-05.4(2)A General As used in this Section 1-05.4, the words, “stake,” “mark,” “marker,” or “monument” will be deemed to include any kind of survey marking, whether or not set by the Contracting Agency. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 28 1-05.4(2)B Control Stakes The Engineer will supply construction stakes and marks establishing lines, slopes and grades in accordance with this Section of these Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these Engineer furnished stakes and marks. A claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer’s line and grade will not be allowed unless the original control points set by the Engineer still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect Engineer furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. The Engineer will stake a finite amount of work in a single day in accordance with Section 1-05.4(1)C of these Special Provisions. Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. 1-05.4(2)C Survey Requests It shall be the Contractor’s responsibility to properly schedule survey work and coordinate staking requests with construction activities. The Engineer may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. The Contractor shall provide staking requests at least three (3) working days before the Engineer needs to begin the staking operation. If the work site is obstructed so that survey work cannot be done, a new survey request shall be submitted by the Contractor so that the DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 29 survey work can be rescheduled once the site is properly prepared. An additional 3 working days may be required to complete the rescheduled work. The Contractor shall work to preserve stakes and marks set by the Engineer. The Contracting Agency will deduct from payments due the Contractor all costs to replace such stakes, marks, carelessly or willfully damaged or destroyed by the Contractor’s operation. A new survey request shall be submitted by the Contractor to replace the damaged or destroyed stakes. An additional 3 working days may be required to complete the request. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) working days is given to the Engineer, the Engineer will reference, remove, and later replace the stakes at no cost to the Contractor. The Contractor is not entitled to an extension of time, as provided for in Section 1-08.8 as a result of any replacement of control stakes. 1-05.4(2)D Staking Services The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. The Contractor shall provide enough safe areas to permit the Engineer to set those points and elevations that are the responsibility of the Contracting Agency and to perform random checks of the surveying performed by the Contractor. Roadway and Utility Surveys The Engineer will furnish the following stakes and reference marks: • Clearing Limits - One set of clearing limit stakes will be set at approximately 50-foot stations or as needed. • Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the Engineer will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. • Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. • Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 30 • Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. • Staking for Embankments - Catch points and one-line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. • Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. • Base and Top Course – When deemed appropriate by the Engineer, one set of final construction centerline grade hubs will be set for each course, at not less than 50- foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. • Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. • Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor is responsible for staking all other items deemed necessary to construct the project per the Plans and Specifications. All costs associated with Contractor staking shall be incidental to the Work and be included in the Contract unit prices. 1-05.7 Removal of Defective and Unauthorized Work (January 2023, City of Auburn GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 31 remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Such direct costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of the Contractor’s unauthorized work. No adjustment in contract time will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this Section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: Payment will be deducted by the Engineer from monies due, or to become due, the Contractor for costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, the Contractor failed or refused to perform. No adjustment in compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. 1-05.10 Guarantees (September 2016 City of Auburn GSP) Supplement this section with the following: Unless otherwise indicated in the Contract, the work performed under these Contract Documents shall be guaranteed for a period of one year beyond the “Completion Date” thereof against defective materials, equipment, and workmanship and shall also include the landscape establishment required in the Contract per Section 8-02.3(13) (Plant Establishment). Upon receipt of notice from the City of failure of any part of the material, equipment or workmanship during the guarantee period, the affected part or parts shall be replaced with new materials or equipment by, and at the expense of, the Contractor. This guarantee shall be bonded in compliance with Section 1-03.4 (Contract Bond). The Contractor shall be available approximately 60 calendar days prior to the expiration of the one-year guarantee period to tour the project, with the Engineer, in support of the Engineer’s effort to establish a list of corrective work required under the one-year guarantee. Upon the receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of the City Facilities, the work necessary to correct the items listed. 1-05.11 Final Inspection (Non-City Contracts, February 2023 City of Auburn GSP) Replace this section with the following: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 32 When the Contractor considers the work to be substantially complete, the Contractor shall request the Engineer to perform inspections and provide a punch list of any completed work requiring correction. The Contractor’s request shall list the specific items of work that remain to be completed. After receiving the punch list and completing the corrections and outstanding work, the Contractor will request additional inspections as needed until the Engineer has determined that all Work is physically complete. This determination is one of the requirements associated with Final Acceptance. In order for the Work to be considered physically complete, the Contractor must have completed all start-up and operational testing of systems such as machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the determining that the work is physically complete. Whenever items of work are listed in the Contract Provisions for operational testing, they shall be fully tested under operating conditions for the time period specified to ensure their acceptability. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so the Engineer may determine their suitability for the purpose for which they were installed. The Work is not considered physically complete until testing and corrections have been completed to the satisfaction of the Engineer. (City Contracts, October 1, 2005 APWA GSP) Delete the entire section and replace with the following, including subsections: 1-05.11 Final Inspections and Operational Testing 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 33 1-05.11(2) Final Inspection and Physical Completion Date (City Contracts, October 1, 2005 APWA GSP) When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing (City Contracts, October 1, 2005 APWA GSP) It is the intent of the Contracting Agency to have, at the Physical Completion Date, a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing, they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the contract. 1-05.12 Final Acceptance (City Contracts, October 2021 City of Auburn GSP) Revise the first paragraph to read: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 34 The Contractor must perform all obligations under the Contract before a Completion Date and final acceptance can occur. Failure of the Contractor to perform all the obligations under the Contract shall not bar the Contracting Agency from unilaterally accepting the Contract as provided in Section 1-09.9. Progress estimates or payments shall not be construed as acceptance of any Work under the Contract. 1-05.13 Superintendents, Labor, and Equipment of Contractor (City Contracts, September 2013 City of Auburn GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor’s qualifications pursuant to Section 1-02.14, it will take these performance reports into account. (August 2015 City of Auburn GSP) Add the following new section: 1-05.14 Cooperation with Other Contractors 1-05.14(1) Cooperation with Others Should the Engineer determine that a property owner, a utility company or the City has adequate reason to avoid access closure, sewer or water shutoff at the time scheduled, the Contractor shall reschedule their work to meet the new conditions. (City Contracts, October 1, 2005 APWA GSP) Add the following new section: 1-05.16 Water and Power The Contractor shall make necessary arrangements and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item, or unless provided for otherwise in these Special Provisions. (Non-City Contracts, February 2023 City of Auburn GSP) Add the following new section: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work. (January 2023 City of Auburn GSP) Add the following new section: 1-05.17 Construction Record Drawings The following requirements are intended to provide the project Contractor with the information necessary to furnish the City with satisfactory Construction Record Drawings: 1. The Contractor shall be responsible for tracking all relevant field changes to the approved construction drawings on a daily basis. These changes shall be clearly identified in red in a comprehensive manner on one set of full-size Plans to be known as the “Construction Record Drawings”. The Construction DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 35 Record Drawings may be in electronic format (PDF); however, all requirements of this section shall be met. 2. The Construction Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as “Construction Record Drawings”. The Construction Record Drawings, either hard copy version or electronic format, shall be accessible on site, and shall be available for review by the Contracting Agency at all times. The Contractor shall bring the hard copy Construction Record Drawings to each progress meeting or bring an accessible electronic version for review when such meetings are included in the Contract. 3. The quality of the Construction Record Drawings, in terms of accuracy, clarity, and completeness, shall be adequate to allow the Contracting Agency to modify the computer-aided drafting (CAD) Contract Drawings and electronic PDF drawings to produce a complete set of Construction As-builts for the Contracting Agency without further investigative effort by the Contracting Agency. 4. The Construction Record Drawings shall identify all existing or abandoned utilities that were encountered during construction that were not shown on the approved construction drawings. 5. The Construction Record Drawing markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Directive. • Changes made by the Contractor as approved by the Engineer. • Accurate locations of storm drainage, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). The Construction Record Drawings shall identify all deviations from the approved construction drawings as follows: Sanitary Sewer Manholes: • Type/size of structure • Location to the nearest 1-foot horizontal • Rim elevations to the nearest 0.1-foot vertical • Invert elevations to the nearest 0.1-foot vertical • Pipe sizes to the nearest 1-inch inside diameter Pipes: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 36 • Type of pipe • Location to the nearest 1-foot horizontal • Length between structures to the nearest 1 foot • Slopes based on invert elevations • Pipe sizes to the nearest 1-inch inside diameter Side Sewers: • Type of pipe • Location from reference manhole to the nearest 1 foot horizontal and consistent with the TV report • Location to the nearest 1-foot horizontal • Length between structures to the nearest 1 foot • Slopes based on the constructed invert elevations • Invert elevations at right-of-way lines to the nearest 0.5-feet vertical Storm Drainage Manholes/Catch Basins: • Type/size of structure • Location to the nearest 1-foot horizontal • Rim elevations to the nearest 0.1-foot vertical • Invert elevations to the nearest 0.1-foot vertical • Pipe sizes to the nearest 1-inch inside diameter Pipes: • Type of pipe • Location to the nearest 1-foot horizontal • Length between structures to the nearest 1-foot • Slopes based on the constructed invert elevations • Pipe sizes to the nearest 1-inch inside diameter Water Pipes: • Type of pipe and joints • Deflection of bends to the nearest 1 degree • Location to the nearest 1-foot horizontal • Location to the nearest 0.5-foot vertical between valves at 50-foot stations and intersection with other utilities • Length between valves to the nearest 1 foot • Pipe sizes to the nearest 1-inch inside diameter • Valves, Hydrants, Blowoffs, Air Vacs, and PRV’s: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 37 • Type of facility • Location to the nearest 1-foot horizontal Water Meters and Services: • Type of service material • Location of service line to the nearest 1-foot horizontal • Meter location to the nearest 1-foot horizontal • Meter sizes to the nearest ¼-inch in diameter Streets Public Streets: • Centerline elevations to the nearest 0.1-foot vertical at 100-foot stations • Centerline slopes and vertical curve data based on the constructed centerline elevations • Gutterline elevations to the nearest 0.1-foot vertical (if not a standard crown section) • Gutterline slopes and vertical curve data based on the constructed gutterline elevations (if not a standard crown section) Driveway and Sidewalk: • Type of driveway (commercial or residential section) • Centerline driveway location to the nearest 1-foot horizontal • Driveway width to the nearest 1-foot horizontal • Sidewalk width to the nearest 1-foot horizontal • Curb ramp (steepest grade to the nearest 0.1% of the ramp, wings, and landing), (indication if curb ramp has associated Maximum Extents Feasible (MEF) documentation with date of MEF approval) Channelization: • Type of buttons, reflectors, and curbs • General layout location to the nearest 1-foot horizontal Signing: • Type of signs • Location of signs to the nearest 1-foot horizontal Illumination: • Location of luminaries, junction boxes and service cabinets to the nearest 1-foot horizontal • Power meter number and address • Fixture information (wattage, model number, AMI radio number) • Davit arm length DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 38 Signalization: • Location of signal poles, junction boxes, service cabinets, and controllers to the nearest 1-foot horizontal • Power meter number and address 6. At the time the Contractor transmits the comprehensive redline Construction Record Drawings to the City, they shall certify that said drawings are in conformance to the above-referenced requirements and are an accurate depiction of built conditions; 7. The City shall receive and approve the Contractor’s certified “ Construction Record Drawings” as specified herein prior to achieving physical completion. These Construction Record Drawings shall be kept current during the course of construction by the Contractor and be available for review upon request by the Engineer. The Contractor shall certify on the Construction Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit an electronic copy (PDF) of the final Construction Record Drawings to the Contracting Agency. (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: Contracting Agency acceptance of the Construction Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for each of the following Bid items that are included in the Proposal: “Construction Record Drawings (Minimum Bid $_____ )”, Lump Sum Payment for this item will be made on a prorated monthly basis for work completed in accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid upon submittal and approval of the completed Construction Record Drawings set prepared in conformance with these Special Provisions. A minimum bid amount has been entered in the Bid Proposal for this item. 1-06 Control of Material 1-06.1 Approval of Materials Prior to Use (City Contracts, October 2021 City of Auburn GSP) Section 1-06.1 is supplemented with the following: For each proposed material that is required to be submitted for approval using either the QPL or RAM process identified in Section 9-38.1(2) (Request for Submittal Approval (RSA) Form Instructions) the Contractor will be allowed to submit for approval two materials per material type at no cost. Additional materials may be submitted for approval and will be processed at a cost of $150.00 per material submitted by QPL submittal and $500.00 per material submitted by RAM. All costs for the processing additional materials will be deducted from DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 39 monies due or that may come due to the Contractor. Subject to a request by the Contractor and a determination by the Engineer the costs for processing may be waived. 1-06.1(2) Request for Approval of Material (RAM) (February 2019 City of Auburn GSP) The second sentence of the first paragraph is revised to read: The RAM shall be prepared by the Contractor in accordance with the instructions identified in Section 9-38.1(2) (Request for Submittal Approval (RSA) Form Instructions) and be submitted to the Engineer for approval before the material is incorporated into the Work. 1-06.6 Recycled Materials (City Contracts, January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9- 03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials Reporting. 1-07 Legal Relations and Responsibilities to the Public 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, for persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 40 conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or near the project site. 1-07.2 State Taxes (City Contracts, June 27, 2011 APWA GSP) Delete this Section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Taxes The Washington State Department of Revenue has issued special rules on the State sales tax. Section 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax – Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax – Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 41 sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). (January 2023 City of Auburn GSP) Supplement this section with the following: 1-07.2(4) Location Code Number The Location Code Number for projects located in King County is 1702, and for projects in Pierce County is 2724. 1-07.5 Environmental Regulations (October 2021 City of Auburn GSP) Add the following new subsection: 1-07.5(8) City of Auburn Requirements The following list represents a portion of City of Auburn Code requirements dealing with the preservation of public natural resources that affect or are affected by the proposed work. Copies of applicable code are available in the City Clerk’s office at City Hall, 25 West Main Street, Auburn, Washington 98001. The City recommends that bidders review such materials before submitting sealed proposals. City of Auburn Code – Chapter 8.28: Defines general noise nuisances prohibited in the City of Auburn. City of Auburn Code – Titles 14, 16, 17, 18: Reviews types of permits required for grading, landfills, mining, excavation, utility extension, building and all associated permits. Requirements of City Code and the most current edition of the Uniform Building Code adopted by the City apply in all cases. Permit applications are reviewed by the Planning Department, Building Division and/or Engineering Division. City of Auburn Code – Chapter 18.62: Permitting required for all mine-related activities (including asphalt or concrete batching, rock crushing, and transportation to and from a mine). Permit applications are reviewed by the Planning Department. 1-07.6 Permits and Licenses (June 2022 City of Auburn GSP) The first sentence of the first paragraph is revised to read: The Contractor shall become familiar with all permits and licenses obtained or to be obtained and shall be responsible for and ensure that all their requirements are met. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 42 (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: All required permits and licenses for this project shall be obtained and paid for by the Contractor. The cost associated with obtaining any permit(s) shall be included in the unit bid item prices. (February 2023 City of Auburn GSP) Supplement this section with the following: Except as may be provided otherwise in the Contract, if the Contractor wishes to utilize private property for a construction staging yard, the Contractor may be required to obtain a Temporary Use Permit and other permits as may be applicable, for use of the property for those purposes. 1-07.11 Requirements for Nondiscrimination 1-07.11(2) Contractual Requirements (December 2016 City of Auburn GSP) Supplement this section with the following: All contractors, subcontractors and vendors engaged in business with the City of Auburn shall comply with the following guidelines: All contractors, subcontractors and vendors who have 50 or more employees and have contracts with the City of Auburn totaling more than $50,000 annually shall comply with the provisions of Executive Order 11246, as amended, the implementing regulations of 41 CFR Chapter 60, and all other related federal and state laws. The City can provide language pertaining to its non-discrimination policy on purchase orders, contracts and other relevant information. The City will not knowingly do business with any bidder, contractor, subcontractor, or vendor whose employment practices are discriminatory and not in compliance with applicable laws and regulations. The City reserves the right to determine the Contractor’s, Subcontractor’s, or Vendor’s normal employment practices, and will take whatever action it considers appropriate should discriminatory employment practices be discovered. 1-07.13 Contractor’s Responsibility for Work 1-07.13(2) Relief of Responsibility for Completed Work (City Contracts, March 2018 City of Auburn GSP) This section is deleted and replaced with the following: Unless stated otherwise in the Contract, the Contractor shall bear the risk of loss or damage for all finished or partially finished work until Final Payment of the entire Contract. This includes all vandalism, theft, and acts of God or nature. 1-07.15 Temporary Water Pollution Prevention (October 2021 City of Auburn GSP) Supplement this section with the following: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 43 The Contractor shall implement erosion and sediment control (ESC) measures as necessary to prevent erosion and to stop sediment-laden water from leaving the site and entering the storm drain system. Measures shall be in accordance with, and conform to, the City of Auburn Surface Water Management Manual and Section 8-01 (Erosion Control and Water Pollution Control) of the Contract Specifications. 1-07.16 Protection and Restoration of Property (December 2016 City of Auburn GSP) Supplement this section with the following: The Contractor shall not trespass upon private property and shall be responsible for all injury or damage to persons or property, directly or indirectly, resulting from the Contractor’s operations in completing this work. The Contractor shall comply with the laws and regulations of the City of Auburn, County, State, and Federal governments relating to the safety of persons and property and will be held responsible for, and required to make good, all injury and damage to persons or property caused by the Contractor’s operations. Sprinkler irrigation systems that encroach within the limits of improvements shall be modified as necessary to ensure operation “equal or better than” the original condition upon completion of the improvements. This work will include, but not be limited to, cutting and capping existing pipe, relocating existing risers and sprinkler heads, new pipe heads and connections, and testing of the system. The Contractor shall give a minimum of 7 working days prior written notification to the owners of any ditches, landscaping, irrigation lines and appurtenances that interfere with the work. The Contractor shall be liable for any damage to irrigation facilities by the Contractor’s operations and shall restore such damaged facilities to “equal or better than” original condition. Asphalt concrete pavement or bituminous surfacing outside the project area that is disturbed by the work shall be restored to its original condition. Asphalt pavement restoration shall comply with the provisions of Section 5-02 (Bituminous Surface Treatment) and 5-04 (Hot Mix Asphalt) of the Contract Specifications. Existing cement concrete curb, gutter and sidewalk structures disturbed by the Contractor’s operations shall be replaced to match existing. Cement concrete shall be Class 3000 with entrained air in conformance with Section 6-02 (Concrete Structure) of the Contract Specifications. Existing street shoulders disturbed by the Contractor’s operation shall be resurfaced with 6 inches of compacted Gravel Borrow and 2 inches of compacted Crushed Surfacing Top Course sloped ½ inches per foot away from the paved street. Street shoulder restoration shall be in conformance with Section 4-04.3(11) (Shoulder Ballast) of the Contract Specifications. All other surfaces, mailboxes, fences, signs, lawn irrigation systems, etc., disturbed by the project, shall be promptly replaced or relocated to original or better condition. Gravel driveways disturbed by the work shall be resurfaced with a compacted 2-inch layer of Crushed Surfacing Top Course. All ditches shall be reconstructed as indicated on the drawings. The Contractor shall restore all disturbed landscaping in conformance with Section 8-02 (Roadside Restoration) of the Contract Specifications. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 44 1-07.16(1) Private/Public Property (December 2022 City of Auburn GSP) Add the following new section: 1-07.16(1)D Protection and Restoration of Existing Markers and Monuments All existing survey monuments and property corner markers shall be protected from movement by the Contractor. RCW 58.24.040(8) and WAC 332-120 and their rules shall apply to all existing survey markers and/or monuments that must be removed for construction purposes. When survey markers and/or monuments are disturbed, they are to be referenced by survey ties and then replaced by the Contractor. All existing property corner markers disturbed or removed by the Contractor’s operations which, in the opinion of the Engineer, were not required to be removed for construction purposes shall be replaced, at the Contractor’s own expense, by a Professional Land Surveyor registered in the State of Washington. This includes the City of Auburn benchmark system. Any damaged monuments must be reset to second order, first class specifications. 1-07.16(2) Vegetation Protection and Restoration (August 2, 2010 WSDOT GSP) Section 1-07.16(2) is supplemented with the following: Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot radius for each inch of trunk diameter at breast height. Vegetation and soil protection zones for shrubs shall extend out from the stems at ground level to twice the radius of the shrub. Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass the diameter of the plant as measured from the outer edge of the plant. 1-07.17 Utilities and Similar Facilities (June 2018 City of Auburn GSP) Supplement this section with the following. For the purpose of determining vertical clearance requirements for overhead power and communication lines, all public and private streets within the City of Auburn shall be considered conventional highways and are subject to the requirements stated in WAC 468- 34-290 unless otherwise determined by the City Engineer. (February 2023 City of Auburn GSP) Supplement this section with the following. The Contractor is responsible for determining the exact location of existing underground utilities. The Contract Plans may show locations of various known existing above ground and underground amenities and obstructions. If shown, the location of known existing underground utilities are indicated based on available information and may not be exact. A list of utilities and known contact persons will be available at the pre-construction conference for the Contractor’s convenience. The Contractor is responsible for any breakage of utilities or services resulting from their operations. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 45 The Contractor is responsible for the complete repair (including materials) of any City-owned utility damaged by the work (including water services), whether or not shown on the Contract Plans. Copper water service lines, if damaged, must be replaced in kind by one continuous service line from the water main to the meter. Splicing will not be permitted. The Contractor shall repair any damage caused by broken water mains or services. The Contractor shall have sufficient materials and qualified personnel available to effect immediate repairs of water and sewer lines that may be damaged by the work. The Contractor shall be responsible for securing private locate services where One-Number Locator Services do not cover (such as property outside the public right of way). 1-07.17(1) Utility Construction, Removal, or Relocation by the Contractor (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: The temporary removal, replacement, bracing or holding of any utility or structure, including power and telephone poles, required to accomplish the work, shall be included in the contract price(s) for the bid item(s) involved. Raising, lowering or horizontal relocation of existing water services not requiring additional material, where such relocation is required to accommodate other work, shall be included in the contract price(s) for the bid item(s) involved. (February 2023 City of Auburn GSP) Add the following new section: 1-07.17(1)A Disruptions to City Water Services All water service shutdowns caused by construction activities shall be requested by the Contractor a minimum of 4 working days in advance of the proposed shutdown, shall be approved by the City a minimum of 2 working days before the shutdown, and shall be performed by City Water Utility staff. The Contractor shall schedule Work such that all water service disruptions are limited to 4 hours. The City does not guarantee a complete dry system following any water shutdown. (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: All costs for dewatering following a water shutdown shall be included in the unit bid prices of the work involved. (November 2019 City of Auburn GSP) Add the following new section: 1-07.17(1)B Utility Potholing 1-07.17(1)B(1)General The Contractor shall physically locate, uncover, and document the location of underground utilities at the locations identified in the plans. The purpose of utility potholing is to allow sufficient time ahead of pipe laying operations to identify underground conflicts, allow ample time to make minor adjustments in pipe grade and/or alignment, and generally facilitate the Contractor’s work schedule. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 46 The Contractor shall submit a potholing plan/schedule to the Engineer for review and/or approval per Section 9-38 (Submittal Approval) prior to commencing potholing or pipe laying operations. The plan shall show the proposed location and clearly state the purpose for each proposed potholing location. The Engineer may add or delete potholing locations. In no way shall the work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 (Utilities and Similar Facilities) of the Standard Specifications and these Special Provisions. (City Contracts, February 2017 City of Auburn GSP) Add the following new section: 1-07.17(1)B(2)Measurement (February 2023 City of Auburn GSP) “Utility Potholing” will be measured per each pothole excavated that meets all of the following conditions: 1. The pothole was excavated at least 96 hours ahead of pipe laying or other contract work relevant to the pothole. 2. The pothole is shown on the pothole plan submittal approved by the Engineer. 3. The pothole data, including soil type, utility material and size, horizontal location within 1/2 foot, and vertical location within 1/10 foot, is provided in writing to the Engineer at least 72 hours ahead of pipe laying or other contract work relevant to the pothole. 4. Pothole is not within 10 feet of any other pothole. No adjustment shall be made for pothole depth or size. No measurement will be made for potholes that do not meet the above criteria. (City Contracts, January 2017 City of Auburn GSP) Add the following new section: 1-07.17(1)B(3)Payment Payment will be made for each of the following Bid items that are included in the Proposal: “Utility Potholing”, Per Each Payment for “Utility Potholing” will include all costs for locating, uncovering, and documenting the underground location of utilities, as well as all subsurface and surface restoration measures. 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (Non-City Contracts, February 2024City of Auburn GSP) The Contractor will procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons or damages to property which may arise from, or in connection with the performance of work by the Contractor, the Contractor’s agents, representatives, employees, and subcontractors. The Contractor is responsible for the cost of insurance. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 47 The Contractor’s maintenance of insurance, its scope of coverage, and limits as required herein, will not be construed to limit the liability of the Contractor to the coverage provided by the insurance, or otherwise limit the City’s recourse to any remedy available at law or in equity. The Contractor’s required insurance will be of the types and coverage as stated below: A. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage will be at least as broad as Insurance Services Office (ISO) form CA 00 01. Automobile Liability insurance will include a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. B. Commercial General Liability insurance will be at least as broad as ISO occurrence form CG 00 01 and will cover liability arising from premises, operations, stop gap liability, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance will be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. There will be no exclusion for liability arising from explosion, collapse, or underground property damage. The City will be named as an additional insured under the Contractor’s Commercial General Liability insurance policy with respect to the work performed for the City using ISO Additional Insured endorsement CG 20 10 10 01 and Additional Insured-Completed Operations endorsement CG 20 37 10 01, or substitute endorsements providing at least as broad coverage. The limits for the Commercial General Liability insurance policy will be no less than $1,000,000 each occurrence, $2,000,000 general aggregate, and a $2,000,000 products- completed operations aggregate limit. C. Workers’ Compensation coverage as required by the Industrial Insurance laws of the State of Washington. D. Builders Risk insurance covering interests of the City, the Contractor, Subcontractors, and Sub-subcontractors in the work. Builders Risk insurance is only required for Work that includes public buildings or public structures with an estimated value of $1,000,000 or more, and as determined to be required by the City Engineer. Builders Risk insurance will be on a special perils policy form and will insure against the perils of fire and extended coverage and physical loss or damage including flood, earthquake, theft, vandalism, malicious mischief, and collapse. The Builders Risk insurance will include coverage for temporary buildings, debris removal, and damage to materials in transit or stored off-site. This Builders Risk insurance covering the work will have a deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for flood and earthquake perils may be accepted by the City based on a written request by the Contractor and written acceptance by the City. Any increased deductibles accepted by the City will remain the responsibility of the Contractor. The Builders Risk insurance will be maintained until the City has granted substantial completion of the project. Builder’s Risk Insurance will be written in the amount of the completed value of the project with no coinsurance provisions. The Contractor’s Automobile Liability, Commercial General Liability, and Builders Risk (if required) insurance policies will be primary insurance as respect to the City. Any Insurance, DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 48 self-insurance, or self-insured pool coverage maintained by the City will be in excess of the Contractor’s insurance. The Contractor will assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor’s employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor or the Contractor’s agents, suppliers, contractors, or subcontractors as well as to any temporary structures, scaffolding, and protective fences. The Contractor and the City waive all rights against each other, any of their Subcontractors, Sub-subcontractors, agents, and employees, each of the other, for damages caused by fire or other perils to the extent covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. Insurance is to be placed with insurers with a current A.M. Best rating of not less than A: VII. Contractor will furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsements, evidencing the Automobile Liability and Commercial General Liability insurance before beginning work. Before any exposure to loss may occur, the Contractor will file with the City a copy of the Builders Risk insurance policy that includes all applicable conditions, exclusions, definitions, terms, and endorsements related to this project. The City may request that the Contractor furnish certified copies of all required insurance policies, including endorsements, required in this contract and evidence of all subcontractors’ coverage. The Contractor will cause each and every Subcontractor to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance, except the Contractor will have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor will ensure that the City is an additional insured on every Subcontractor’s Commercial General liability insurance policy using an endorsement at least as broad as ISO Additional Insured endorsement CG 20 38 04 13. The Contractor will provide the City and all Additional Insureds for this work with written notice of any policy cancellation within two business days of their receipt of that notice. Should the Contractor fail to maintain the insurance as required the City may, after giving five business days’ notice to the Contractor, take actions to protect the interests of the City, which may include, but are not limited to one or more of the following: order suspension of all construction activities, revoke permits issued to the Contractor and its contractors, pursue remedy through the Contractor’s surety, and terminate the FAC Agreement associated with the work (if applicable). 1-07.18 Insurance (City Contracts, January 4, 2024 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer’s financial condition. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 49 B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor’s Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims-made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made and state the retroactive date. Claims- made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non- contributory insurance as respects the Contracting Agency’s insurance, self- insurance, or self-insured pool coverage. Any insurance, self-insurance, or self- insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor’s insurance and shall not contribute with it. E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. I. Under no circumstances shall a wrap up policy be obtained, for either initiating or maintaining coverage, to satisfy insurance requirements for any policy required under this Section. A “wrap up policy” is defined as an insurance agreement or arrangement under which all the parties working on a specified or designated project are insured under one policy for liability arising out of that specified or designated project. 1-07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder’s Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 50 ▪ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) Subcontractors The Contractor shall cause each subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by subcontractors. The Contractor shall ensure that all subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor’s obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements – actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 51 required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor’s maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency’s recourse to any remedy available at law or in equity. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $2,000,000 Each Occurrence $3,000,000 General Aggregate $3,000,000 Products & Completed Operations Aggregate $2,000,000 Personal & Advertising Injury each offence $2,000,000 Stop Gap / Employers’ Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers’ Compensation DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 52 The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1-07.18(5)D Excess or Umbrella Liability (January 4, 2016 APWA GSP) The Contractor shall provide Excess or Umbrella Liability insurance with limits of not less than $1 million each occurrence and annual aggregate. This excess or umbrella liability coverage shall be excess over and as least as broad in coverage as the Contractor’s Commercial General and Auto Liability insurance All entities listed under 1-07.18(2) of these Special Provisions shall be named as additional insureds on the Contractor’s Excess or Umbrella Liability insurance policy. This requirement may be satisfied instead through the Contractor’s primary Commercial General and Automobile Liability coverages, or any combination thereof that achieves the overall required limits of insurance. 1-07.18(5)E LHWCA Insurance (January 4, 2016 APWA GSP) If this Contract involves work on or adjacent to Navigable Waters of the United States, the Contractor shall procure and maintain insurance coverage in compliance with the statutory requirements of the U.S. Longshore and Harbor Workers' Compensation Act (LHWCA). Such policy must provide the following minimum limits: $1,000,000 Bodily Injury by Accident – each accident $1,000,000 Bodily Injury by Disease – each employee $1,000,000 Bodily Injury by Disease – policy limits 1-07.18(5)J Pollution Liability (January 4, 2016 APWA GSP) The Contractor shall provide a Contractors Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims, arising out of any one or more of the following: 1. Contractor’s operations related to this project. 2. Remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos. 3. Transportation of hazardous materials away from any site related to this project. All entities listed under 1-07.18(2) of these Special Provisions shall be named by endorsement as additional insureds on the Contractors Pollution Liability insurance policy. Such Pollution Liability policy shall provide the following minimum limits: $1,000,000 each loss and $2,000,000 annual aggregate 1-07.23 Public Convenience and Safety (January 2023 City of Auburn GSP) DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 53 Supplement this section with the following: The use of any project area by vehicles or pedestrians before project acceptance is not to be construed as utilization by the City of Auburn. 1-07.23(1) Construction Under Traffic (January 2020 City of Auburn GSP) Supplement this section with the following: All unattended excavations shall be barricaded at all times. Failure to provide proper barricading and lighting will be cause for the City to call in a barricading company to install proper barricades and lights and charge the Contractor for all costs incurred. At the end of each working day, the Contractor shall place temporary patches or steel plates over unfinished portions of trenches crossing traveled ways. Material for temporary patches shall be hot or cold mix asphalt concrete. The cost for temporary patches or steel plates shall be included in the appropriate unit bid prices for the work involved. Traffic control devices that are in conflict with required construction traffic devices or construction work shall be covered, removed and temporarily stored, or temporarily relocated by the Contractor. Flagging, signs, and all other traffic control devices shall be in accordance with Section 1- 10.3 (Traffic Control Labor, Procedures, and Devices). Signal downtime will not be allowed Monday thru Friday between the hours of 6:00 AM and 9:00 AM and between 3:00 PM and 6:00 PM. (October 2021 City of Auburn GSP) Supplement this section with the following: Temporary ‘Traffic Signal Revision’ signs and signal placards installed per Section 1- 10.3(3)N (Temporary Signage for Roadway Traffic Revisions) shall remain in place at each site for a minimum of 6 weeks once work at each individual site is complete and the new signal revisions are operational. Once all physical work is complete at each site and all traffic signals have been deemed operational by the Engineer, the Contract will be placed into suspension until such time when the temporary traffic revision signage and placards can be removed. (February 2023 City of Auburn GSP) Add the following new section: 1-07.23(1)A Dust and Mud Control and Street Cleaning The Contractor is responsible for controlling dust and mud within the project limits. All streets outside the project limits used by the Contractor during the execution of this Contract shall be kept clean. The Contractor shall be prepared to use the proper equipment necessary to render the streets free of all mud, debris, and foreign materials. Any damage caused by dust or mud accumulation on the streets and in the storm sewer system shall be the sole responsibility of the Contractor. The Contractor’s cleaning actions must comply with the City of Auburn’s Surface Water Management Manual (SWMM). A copy of the City’s SWMM manual can be found on the City’s website at auburnwa.gov under publications and forms. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 54 The Contractor shall provide for a clean surface on all surfaced roadways upon completion of each day’s activities. Equipment required for this operation shall be on the job site or available at all times. Failure to have this equipment on the job site or available may necessitate a shutdown of the project. (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: Payment for dust and mud control and street cleaning shall be included in the unit contract prices for the bid items for which the dust, mud control, and street cleaning work is associated with, and no additional compensation will be made, except for “Water” per M gal., if shown as a bid item in the Proposal. No compensation shall be made to the Contractor to implement additional erosion control measures that are caused by dust and mud control activities. (February 2023 City of Auburn GSP) Add the following new section: 1-07.23(1)B Daily Cleanup and Maintenance Items The Contractor shall clean all roadways, streets and appurtenances, including sidewalks which are open for public use, of all material or debris that has been dropped or otherwise deposited thereon, as a result of Contractor’s on- and off-site operations, at the conclusion of each working day, and at such other times as deemed necessary by the Engineer to ensure the safety of the traveling public and to prevent inconvenience to the public and owners of private property adjacent to the project. If the Engineer determines that roadways, streets, sidewalks, and appurtenances are not properly cleaned to prevent public inconvenience, or the condition of the excavation or disposal sites so warrant, the Contractor shall provide facilities to remove clay or other deposits from tires, between wheels, and outside of truck beds before trucks and other equipment will be allowed to travel over paved streets. Upon written notice written notice from the Engineer, any violation of the above requirements will be sufficient grounds for the Engineer to order the roadways, streets and appurtenances cleaned or sprinkled by others at the Contractor’s costs. (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: The City may deduct all costs of such cleaning or sprinkling from any money due, or to become due, to the Contractor. 1-07.23(2) Construction and Maintenance of Detours (February 2023 City of Auburn GSP) Supplement this section with the following: The Contractor shall submit a written procedure to the Engineer for approval per Section 9- 38 (Submittal Approval) for routing and maintenance of traffic. Streets may be closed to through traffic, unless otherwise specified in Section 1-07.23(1)C (Closure Restrictions), with Engineer approval. The Contractor shall obtain written approval from the Engineer at least 15 working days prior to an anticipated street closure. Street closures shall be such that they provide for maximum public safety and public convenience. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 55 They shall be opened to through traffic at such time as the work has been completed, or as the Engineer may direct. Street closures and detours shall provide for the following: 1. Reasonable access to, and egress from, the properties adjacent to the project at all times. 2. At least one-way traffic on all existing roadways within the project limits during working hours and at the end of each working day provisions for the safe passage of two-way traffic during the non-working hours. 3. If the Contractor requires delays or limited term street closure beyond that provided for herein, the request shall be submitted, in writing, for the approval of the Engineer before the anticipated delay or closure. The delay or closure request shall state the reason, the locations, the time and date, and the duration of the required delay or closure. 4. The Contractor is required, at its own expense, to remove all excess materials, debris, or other obstruction caused by their operation, from the streets or alleys as the work progresses, whether within the project limits or along haul routes. The Contractor shall repair or replace any streets, sidewalks, roads, or culverts damaged by their operations, to the satisfaction of the Engineer and other concerned parties. 5. The Contractor must maintain convenient access for local traffic to driveways, houses, and buildings along the work route. Such access shall be maintained as near as possible to that which existed before construction began. The Contractor shall provide 10 working days advance notice to all property owners and tenants of street and alley closures or other restrictions, which may interfere with their access. When the abutting owners’ access across right-of-way lines is to be eliminated and replaced under the Contract by another access, the existing access shall not be closed until the replacement access facility is available. The Contractor shall be responsible for making detailed notifications of detours and closures as follows: 1. The Contractor shall provide at least 10 working days advance written notification to the local public transportation organization(s), transit service organizations, Auburn School District Transportation Department, Valley Regional Fire Authority Fire Marshal’s Office, and Auburn Police Department before the beginning of operations, so that these agencies may reroute their emergency vehicles around the construction zone. If the Fire Authority or Police Department determine that rerouting is not possible, the Contractor shall allow reasonable access through the construction zone at all times. 2. The Contractor shall notify all affected owners and agencies of all closures, detours and traffic interruptions at least 10 working days in advance of such closure. Notification shall be in writing and must include the beginning and ending times and dates of traffic disruption(s), names of streets or locations of alleys to be affected, detour routes, etc. The Contractor shall give the Engineer written certification of all notifications before all traffic disruptions. On large projects requiring extended traffic disruption, the Contractor shall make additional notifications, as conditions require. (City Contracts, February 2023 City of Auburn GSP) DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 56 Supplement this section with the following: If the Contractor neglects to remove materials or obstructions and return streets, sidewalks, driveways, and roads in suitable condition for traffic within 1 working day after having received written notice from the Engineer, the work may be done by the City of Auburn and the cost thereof charged to the Contractor and deducted from money due, or to become due, to the Contractor. (City Contracts, August 2021 City of Auburn GSP) Add the following new section: 1-07.23(4) Payment Payment for all Contract requirements specified in Section 1-07.23 (Public Convenience and Safety) and subsections thereof, shall be included in the appropriate unit bid prices for the Work involved, unless otherwise specified. 1-07.24 Rights of Way (City Contracts, September 2016 City of Auburn GSP) Delete this section and replace it with the following: Street right-of-way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor’s activities shall be confined within these limits, unless arrangements for use of private property are made. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted on the Plans. The Contractor shall not proceed with any portion of the work in areas where right-of-way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the City in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreements obtained by the City from the owner of the private property. If easement agreements were obtained by the City as part of this project, they are included in the Appendix. Copies of the easement agreements not obtained prior to advertising will be made available to the Contractor once obtained by the City. The Contractor shall give 48 hours’ notice to each property owner prior to entry of each property. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the City, any additional land and access thereto that the Contractor may desire for temporary construction staging facilities, Contractor’s convenience, storage or materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall submit to the City a completed “Property Owner Permission for Construction” form. The “Property Owner Permission for Construction” form is available at the City of Auburn Public Works Department. If the Contractor utilizes private property for temporary construction facilities, storage of materials and equipment, employee parking or other Contractor needs, a “Temporary Use Permit” shall be secured from the City of Auburn in accordance with Section 18.46A.070 of the Auburn City Code. The Contractor must file a written release with DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 57 the City from all private property owners upon whose property the Contractor’s operations has encroached before completion, unless such work was specified in the Contract. (January 2023 City of Auburn GSP) Add the following new section: 1-07.29 Haul Routes Prior to moving any materials or equipment on public streets, the Contractor shall submit a haul route plan to the Engineer for approval per Section 9-38 (Submittal Approval). The plan must be submitted 10 working days prior to hauling. The Engineer must approve the haul route plan before hauling begins. If the Contractor hauls materials or equipment without an approved haul route plan or not in accordance with an approved haul route, the Contractor may be assessed penalties per Section 1-08.9(1) (Penalties). The assessment of penalties is at the sole discretion of the Engineer. 1-08 Prosecution and Progress (Non-City Contracts, February 2023 City of Auburn GSP) Add the following new section: 1-08.0 Preliminary Matters 1-08.0(1) Preconstruction Conference (Non-City Contracts, December 2019 City of Auburn GSP) Prior to beginning construction work a preconstruction conference will be scheduled between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit electronically 1 working day prior to the preconstruction conference, the following, per Section 9-38 (Submittal Approval): 1. Preliminary progress schedule. 2. SPCC Plan per Section 1-07.15(1) of the Contract Documents. In addition, the Contractor shall prepare and submit electronically 1 working day prior to the preconstruction conference: 1. Emergency Call List; and 2. A Preliminary Schedule of Submittals DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 58 1-08.0(2) Hours of Work (Non-City Contracts, February 2023 City of Auburn GSP) Except in the case of emergency or unless otherwise approved by the Engineer, normal working hours shall be from between 7:00 a.m. and 6:00 p.m. Monday through Friday. If the Contractor desires different than the normal working hours stated above, the request All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 5 working days prior to the day(s) the Contractor is requesting to change the hours. If the requested working hour deviation is approved by the Engineer, it may be revoked at any time the City receives complaints from the public or adjoining property owners regarding the noise from the Contractor’s operations. (City Contracts, December 2021 City of Auburn GSP) Add the following new section: 1-08.0 Preliminary Matters 1-08.0(1) Preconstruction Conference Following notice of award of the contract by the City, a preconstruction conference will be scheduled between the Contractor, the Engineer, and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payments, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit electronically 1 working day prior to the preconstruction conference, the following, per Section 9-38 (Submittal Approval): 1. A breakdown of all lump sum payment items, except for the lump sum payment items for: • Traffic Control Supervisor; and • Mobilization; and • Record Drawings 2. Preliminary progress schedule. 3. SPCC Plan per Section 1-07.15(1) of the Contract Documents. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 59 In addition, the Contractor shall prepare and submit electronically 1 working day prior to the preconstruction conference: 1. Requests to Sublet for all remaining subcontractors not included in the bid submittal which must be approved prior to payment; 2. Emergency Call List; and 3. Schedule of equipment and labor rates for force account payment, as outlined in Section 1-09.6 (Force Account). (City Contracts, December 8, 2014 APWA GSP) Add the following new section: 1-08.0(2) Hours of Work Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 5 working days prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency’s material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. (City Contracts, February 2016 City of Auburn GSP) DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 60 Supplement this section with the following: If the requested working hour deviation is approved by the Engineer, it may be revoked at any time the City receives complaints from the public or adjoining property owners regarding the noise from the Contractor’s operations. The Contractor shall have no claim for damages or delays should such permission be revoked for any reason. Reimbursements by the Contractor to the Contracting Agency for overtime work will be deducted from amounts due, or to become due, to the Contractor. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.1 Subcontracting (City Contracts, December 2016 City of Auburn GSP) Supplement this section with the following: Until the City has received and approved the “Request to Sublet” form provided by the City and filled out by the Contractor for a specific Subcontractor, said Subcontractor shall not begin any work within the project limits or within the City furnished sites. The Contractor and Subcontractor shall bear all risks for any work begun outside such areas and for any materials ordered by said Subcontractor before the “Request to Sublet” specific to said Subcontractor is approved. 1-08.3 Progress Schedule 1-08.3(1) Progress Schedule Types (City Contracts, December 2016 City of Auburn GSP) Supplement this section with the following: The City requires the use of a Type A Progress Schedule as detailed in Section 1-08.3(2)A (Type A Progress Schedules) for this project. 1-08.3(2) General Requirements (City Contracts, May 2020 City of Auburn GSP) Supplement this section with the following: The Contractor shall submit electronically a Preliminary Progress Schedule (first 30 working days) to the Engineer no later than 1 working day prior to the date of the Pre-construction Conference. This preliminary schedule shall show work to be performed during the first 30 working days of the Contract. Acceptance of the Preliminary Progress Schedule shall be required prior to the execution of the Contract by the City. The Engineer will periodically check actual progress of the work against the progress schedule. If the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve the City of any and all responsibility for furnishing and making available all or any portion of the project site from time to time, and will relieve the City of any responsibility for delays to the Contractor in the performance of the work. 1-08.3(2)A Type A Progress Schedules (City Contracts, March 2018 City of Auburn GSP) DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 61 Replace this section with the following: The Contractor shall submit a Type A Progress Schedule in accordance with Section 9-38 (Submittal Approval) of the Contract Specifications. The Progress Schedule shall show the total working days and shall be submitted prior to the first working day of the Contract. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format is used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 10 calendar days of receiving the submittal. 1-08.3(5) Payment (City Contracts, October 2021 City of Auburn GSP) Replace this section with the following: The cost of preparing the progress schedule, maintaining and submitting any supplementary progress schedules, and providing weekly schedules shall be included in the unit contract bid item prices for other work. (City Contracts, January 2023 City of Auburn GSP) Add the following new section: 1-08.3(7) Progress Meeting At a minimum, weekly progress meetings will be conducted with the Contractor and City personnel. Additional meetings may be required for coordination of Contractor work with other contractors, agencies, or interested parties. The determination of time, place, and frequency of required progress meetings will be established at the Preconstruction Conference for this contract. 1-08.4 Prosecution of the Work (Non-City Contracts, February 2023 City of Auburn GSP) Delete the first paragraph and replace it with the following: The Contractor shall not commence with the work until the Engineer has given the Notice to Proceed. The Contractor shall give the City at least three (3) working days advance notice before beginning each phase of the work (such as excavation, street paving, etc.). The Contractor shall diligently pursue the work to be completed within the existing public Right- of-way in the agreed upon timeframe. This timeframe shall be established by the submittal and acceptance of a construction schedule addressing all items of work and their completion (City Contracts, June 2020 City of Auburn GSP) Delete this section in its entirety, including heading, and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of the Work The Notice to Proceed Date shall be within 10 working days of the execution of the Contract by the City. The City will send a dated and signed official “Notice to Proceed” to the Contractor. The Contract time shall begin on the first working day following the “Notice to Proceed Date.” The Contractor shall not commence with the Work until the City has executed the Contract and the Engineer has given the Notice to Proceed. The Contractor shall give the City at least 3 working days advance notice before beginning each phase of the Work (such as DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 62 excavation, street paving, etc.). The Contractor shall commence construction activities within 10 calendar days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. 1-08.5 Time for Completion (City Contracts, September 2016 City of Auburn GSP) Revise the last sentence of the first paragraph to read: The days between December 25th and January 1st will classified as non-working days, provided that the Contractor actually suspends work on the Project. (City Contracts, January 2023 City of Auburn GSP) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. The statement will be identified as a Written Determination by the Engineer. If the Contractor does not agree with the Written Determination of working days, the Contractor shall pursue the protest procedures in accordance with Section 1-04.5. By failing to follow the procedures of Section 1-04.5, the Contractor shall be deemed as having accepted the statement as correct. (City Contracts, March 2022 City of Auburn GSP) Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor’s obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to the City issuing final payment: a. Material Acceptance Certification Documents b. Property owner releases per Section 1-07.24 The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 63 c. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all Subcontractors (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: The entire project, including cleanup, shall be physically completed within the Contract working days, beginning on the day after the “Notice to Proceed” date. The City, for justified reasons, may extend the contract time in accordance with Section 1-08.8 (Extensions of Time). Late delivery of materials may be considered a justified reason for a time extension or Procurement Suspension per Section 1-08.6 (Suspension of Work), if the Contractor can show written evidence of a prompt order date after award of the Contract, demonstrate determined effort to acquire prompt delivery in the specified time, and comply with other requirements as specified in the Contract Documents. 1-08.6 Suspension of Work (City Contracts, November 2019 City of Auburn GSP) Supplement this section with the following: Contract time may be suspended for procurement of critical materials (Procurement Suspension). In order to receive a Contract suspension, the Contractor shall, submit to the Engineer evidence of purchase orders made for all materials deemed critical by the Contracting Agency for physical completion of the contract. The Contractor shall provide copies of purchase orders and supplier invoices for the critical materials. Such supplier invoices and/or purchase orders shall indicate the purchase order date and estimated delivery date for the critical materials. Contractor’s requests for Contract suspensions must be made in writing and shall include a progress schedule(s) that reflects the anticipated suspension. 1-08.9 Liquidated Damages (City Contracts, March 3, 2021 APWA GSP, Option B) Revise the second and third paragraphs to read: Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD=0.15C/T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 64 When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. (City Contracts, October 2021 City of Auburn GSP) Add the following new section: 1-08.9(1) Penalties If the Contractor implements traffic control without an approved traffic control plan or is not in compliance with an approved traffic control plan per Section 1-10 (Temporary Traffic Control), or if the Contractor hauls materials without an approved haul route or does not follow an approved haul route per Section 1-07.28 (Haul Routes), the Contractor will be assessed penalties equal to 10% of the calculated Liquidated Damages per Section 1-08.9 (Liquidated Damages) per incident or $1,500 per day, whichever is greater. A Traffic Control incident is defined as, per day, per location. A Haul Route incident is defined as one truckload of materials or equipment. (Non-City Contracts, February 2023 City of Auburn GSP) Add the following new section: 1-08.9(1) Penalties If the Contractor implements traffic control without an approved traffic control plan or is not in compliance with an approved traffic control plan per Section 1-10 (Temporary Traffic Control), or if the Contractor hauls materials without an approved haul route or does not follow an approved haul route per Section 1-07.28 (Haul Routes), the City may, take actions to protect the interests of the City, which may include, but are not limited to one or more of the following: order suspension of all construction activities, revoke permits issued to the Contractor and its contractors, pursue remedy through the Contractor’s surety, terminate the FAC Agreement associated with the work (if applicable), and assess penalties as defined in Auburn City Code Section 9.90.030, as applicable. 1-09 Measurement and Payment 1-09.1 Measurement of Quantities (City Contracts, December 2016 City of Auburn GSP) Supplement this section with the following: The quantities shown in the Proposal and Contract forms are estimates only, being given only as a basis for bid comparisons. The basis of payment for each bid item will be the actual work performed and measured in accordance with the Contract. Where items are specified to be paid for by the ton, the Contractor is responsible for providing a certified weight ticket to the Project Inspector for each truckload delivered. Pay quantities DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 65 will be prepared on the basis of these weight tickets, and tickets not received by the Inspector will not be honored for payment. 1-09.2 Weighing Equipment 1-09.2(1) General Requirements for Weighing Equipment (City Contracts, September 2021 City of Auburn GSP) Supplement this section with the following: Electronic Truck Tickets shall be made electronically and shall be transmitted via e-mail as a PDF to PWTruckTickets@auburnwa.gov. The e-mail subject line of electronic Truck Ticket’s shall include the following: Project Number, Project Name, Truck Ticket Number. Emailed truck tickets shall be grouped and combined into one email by delivery date when possible. In the event the Contractor cannot provide electronic truck tickets, the Contractor may request to submit them as a hardcopy. Hardcopy truck tickets shall be submitted within 2 working days of when the materials were delivered to the project site to receive payment. 1-09.2(5) Measurement (City Contracts, December 30, 2022 APWA GSP) Revise the first paragraph to read: Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work. 1-09.3 Scope of Payment (City Contracts, September 2021 City of Auburn GSP) Supplement this section with the following: A separate delivery ticket for each truckload of bulk material (gravel, crushed rock, etc.) shall be furnished to the City. Truck tickets that are not submitted within 2 working days of when the materials were delivered to the project site shall not be accepted for payment. There will be no separate payment for “haul” for any bid item or portion thereof in this Contract, unless specified otherwise. All bid items dealing directly with or implying movement of any material to or from the project area or in the project area itself are hereby understood to include full payment for all movement of material. 1-09.4 Equitable Adjustment (City Contracts, April 2006 City of Auburn GSP) The first paragraph, Item 2b is revised to read as follows: b. 1-09.6 (Force Account) 1-09.6 Force Account (City Contracts, December 30, 2022 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 66 Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by the Engineer. (City Contracts, February 2017 City of Auburn GSP) Supplement this section with the following: All force account work shall be accounted for daily and entered by the Contractor onto the City of Auburn ‘Daily Report of Force Account Worked’ form (Force Account form). The City Inspector will sign the Force Account form in the field, however compensation for the work indicated is subject to Engineer approval. The signature on the form from the Inspector does not constitute Engineer approval. The contractor shall provide labor and equipment details for force account work to the City before work begins. 1-09.8 Payment for Material on Hand (City Contracts, April 2017 City of Auburn GSP) Supplement this section with the following: Payment for materials on hand shall only be considered if, in the sole opinion of the engineer, the material is stored in a safe, secure, and controlled environment. 1-09.9 Payments (City Contracts, March 2022 City of Auburn GSP) Delete this section and replace it with the following: The basis of payment will be the actual quantities of Work performed according to the contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items per Section 1- 08.0(1) (Preconstruction Conference), to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer’s determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown for that item, or absent such a breakdown, based on the Engineer’s determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 67 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); on non FHWA-funded projects 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1- 05.1. Failure to perform any of the obligations under the Contract by the Contractor may be decreed by the Contracting Agency to be adequate reason for withholding any payments until compliance is achieved. The Contractor shall sign electronically using the software provided by the Contracting Agency and return the Final Pay Estimate as indicated in this section. Upon completion of all Work and after final inspection (Section 1-05.11), the amount due the Contractor under the Contract will be paid based upon the final estimate made by the Engineer and presentation of a Final Pay Estimate to be signed by the Contractor. The Contractor's signature on such Final Pay Estimate shall be deemed a release of all claims of the Contractor unless a Certified Claim is filed in accordance with the requirements of Section 1-09.11 and is expressly excepted from the Contractor’s certification on the Final Pay Estimate. If the Contractor fails, refuses, or is unable to sign and return the Final Pay Estimate or any other documentation required before Contract Completion and final acceptance can occur, the Contracting Agency reserves the right to establish a Completion Date (for the purpose of meeting the requirements of RCW 60.28) and unilaterally accept the Contract. Unilateral Contract Completion and final acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral establishment of a Completion Date and final acceptance will be provided by certified letter or email with delivery confirmation from the Contracting Agency to the Contractor, which will provide 30 calendar days for the Contractor to submit the signed Final Pay Estimate. The 30 calendar day period will begin on the date the certified letter or email with delivery confirmation is received by the Contractor, whichever occurs first. The date the Contracting Agency unilaterally signs the Final Pay Estimate shall then constitute the Completion Date and the final acceptance date (Section 1-05.12). The reservation by the Contracting Agency to unilaterally accept the Contract will apply to Contracts that are Physically Completed in accordance with Section 1-08.5, or for Contracts that are terminated in accordance with Section 1-08.10. Unilateral final acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of their responsibility to comply with all Federal, State, tribal, or local laws, ordinances, and regulations that affect the Work under the Contract. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 68 Payment to the Contractor of partial estimates, final estimates, and retained percentages shall be subject to controlling laws. The Contractor shall submit to the City, no later than 3 working days after the 20th day of each month, all documentation for payment for work completed during the previous period. All monthly pay requests are subject to approval and verification by the Engineer. Typical payment periods are from the 21st day to the 20th day of each month. Errors, omissions, revisions or corrections in the original submittal for payment may result in delayed payment. The Contractor is responsible for maintaining adequate records of bid item quantities for the work completed for each monthly pay period. These quantities will be subject to approval and verification by the Engineer. All progress payments will be mailed to the address designated in writing by the Contractor at the preconstruction conference. Final payment does not constitute Final Acceptance of the Contract Work. 1-09.9(1) Retainage (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: In addition to the amount RCW 60.28 requires to be withheld from the progress or retained percentage payments to the Contractor, the City of Auburn may, at its sole discretion, withhold amounts sufficient to pay any property damage claim of which the City may have knowledge and regardless of the informalities of notice of such claim, arising out of the performance of this Contract, provided that the total amounts withheld for such purposes shall not exceed 3% of the Contract price. The term “property damage claim” shall not include any claim for personal injuries or any claim by persons furnishing supplies or materials or performing labor for the Contractor. The amount withheld will not be paid to the claimant by the City but will be held until either the Contractor secures a written release from the claimant, obtains a court decision that such claim is without merit, or satisfies any judgment in favor of the claimant on such claim. 1-09.11 Disputes and Claims 1-09.11(2) Claims (City Contracts, August 2021 City of Auburn GSP) Revise the first paragraph to read: If the Contractor claims that additional payment is due and the Contractor has pursued and exhausted all the means provided in Sections 1-04.5 and 1-04.5(1) to resolve a dispute, the Contractor may file a claim as provided in this section. The Contractor shall submit to the Engineer written notification of intent to file a Certified Claim within 14 calendar days from the issuance of the Engineer’s determination on merit of the protest pursuant to Section 1- 04.5. The Contractor agrees to waive any claim for additional payment if the written notifications provided in Section 1-04.5 are not given, or if the Engineer is not afforded reasonable access by the Contractor to complete records of actual cost and additional time incurred as required by Section 1-04.5, or if a claim is not filed as provided in this section. The fact that the Contractor has provided a proper notification, provided a properly filed claim, or provided the Engineer access to records of actual cost, shall not in any way be construed as proving or substantiating the validity of the Certified Claim. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 69 1-09.11(3) Time Limitation and Jurisdiction (City Contracts, September 2021 City of Auburn GSP) Delete this section and replace it with the following: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 30 calendar days from the date the of Contract Completion and final acceptance as indicated in Section 1-09.9; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of King County unless otherwise agreed in writing by the parties. The parties understand and agree that the Contractor’s failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-09.13 Claims Resolution (City Contracts, August 2021 City of Auburn GSP) Section 1-09.13 (Claims Resolution) is deleted. 1-10 Temporary Traffic Control 1-10.1 General (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: The Contractor is responsible for distributing City provided informational flyers to affected property owners. The flyers shall be hand-delivered to these properties before the start of construction and shall include the name of the project, funding source, general contractor, approximate date for start and completion of construction activities. The Contractor shall provide traffic control for City provided inspection, testing, and survey as requested by the Engineer. (Non-City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: When specified on the Plans, issued as a permit condition, or otherwise directed by the City, the Contractor is responsible for distributing informational flyers to affected property owners. The flyers shall be hand-delivered to these properties before the start of construction and shall include the name of the project, general contractor contact information, approximate date for start and completion of construction activities. The Contractor shall provide traffic control for City provided inspection, testing, and survey as requested by the Engineer. 1-10.2 Traffic Control Management 1-10.2(2) Traffic Control Plans (City Contracts, February 2023, City of Auburn GSP) Supplement this section with the following: DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 70 When traffic control Plans and/or pedestrian accommodation Plans are included with the Contract Documents, they have been furnished as a guide to be used by the Contractor and serve as a “starting point” for the Contractor’s development of the traffic control Plans and pedestrian accommodation Plans for the project. (February 2023, City of Auburn GSP) Supplement this section with the following: The Contractor shall prepare Traffic Control Plans that conform to the established standards for plan development as shown in the MUTCD, 2009 Edition, Part VI, and the WSDOT Work Zone Traffic Control Guidelines, latest edition. A separate pedestrian traffic control plan shall be required from the Contractor if normal pedestrian travel is affected by the Contractors actions. The Contractor shall submit the Traffic Control Plan and/or Pedestrian Accommodation Plan to the Engineer for review and approval at least 5 working days in advance of the time the traffic control devices, including signs, are scheduled to be installed and utilized. Traffic Control Plans and Pedestrian Accommodation Plans shall be submitted per Section 9-38.1 (Submittals) and shall include the City’s Traffic Control Plan Checklist with each submittal. The Engineer must approve the Traffic Control Plan before any onsite work begins on the project. Any modifications or deviations from the approved Traffic Control Plan will require review and approval by the Engineer. The Contractor’s failure to obtain approval on Traffic Control Plans may result in penalties being assessed per Section 1-08.9(1) (Penalties). Outside edges of the traveled way may be delineated with traffic safety drums or tubular markers providing that the requirements of Section 1-07.23(1) (Construction Under Traffic) are met. Barricades shall be in accordance with the applicable Standard Plans. 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(1) Traffic Control Labor 1-10.3(1)B Other Traffic Control Labor (February 2023 City of Auburn GSP) Supplement this section with the following: When working within signalized intersections, the Contractor shall schedule and coordinate the use of City provided uniformed police officers to control traffic. Contractor is responsible for all coordination with the City of Auburn Police Department to secure a uniformed police officer as required. This coordination shall be done a minimum of 3 working days in advance of the day a uniformed police officer is necessary. When the City of Auburn Police Department is not able to secure a uniformed police officer, the Contractor shall provide uniformed officers from outside police agencies and shall contract for those services directly. Contractor shall notify the Engineer prior to the use of outside agency police services. (City Contracts, February 2023 City of Auburn GSP) Supplement this section with the following: When included in the Proposal, the City will reimburse the Contractor for the cost of uniformed police officers services as indicated in Section 1-10.5 (Payment) of these Special Provisions. If not included in the Proposal, cost of uniformed police services shall be incidental to the Contract and no additional payment shall be made. DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 71 1-10.3(3) Traffic Control Devices 1-10.3(3)A Construction Signs (City Contracts, December 2016 City of Auburn GSP) Supplement this section with the following: When included in the Proposal, the Contractor shall provide and install “Construction Site Sign(s)” in accordance with the contract documents 2 working days in advance of any on site construction activities. Installation of the signs shall be in accordance with Section 1-10.3(3) (Construction Signs) and the applicable City of Auburn Standard Detail. (April 2018 City of Auburn GSP) Add the following new section: 1-10.3(3)N Temporary Signage for Roadway Traffic Revisions Temporary “Traffic Revision Ahead” (W20-901) signs with two warning flags shall be installed in advance of roadway projects that include traffic revisions. Temporary “New Signal Ahead” (W20-902) signs with two warning flags shall be installed in advance of the intersection on all approaches to the new signal. Temporary “Traffic Signal Revision” (W20-903) signs with two warning flags shall be installed in advance of each intersection approach with signal modifications. A 12-inch x 12-inch warning placard shall be affixed to the top of each signal head being modified. Warning signs shall be mounted on 4”x 4” wooden posts and placed per plan and MUTCD requirements. The Contractor shall remove all temporary signs and posts no earlier than 3 months and no later than 6 months following completion of the traffic revisions. Posthole voids shall be restored with native material. 1-10.4 Measurement 1-10.4(2) Item Bids with Lump Sum for Incidentals (City Contracts, January 2023 City of Auburn GSP) Revise the fifth and sixth paragraphs to read: “Sequential Arrow Sign” will be measured by the day for each 24-hour day or partial day in use. Signs not specifically approved for use will not be measured for separate payment. “Portable Changeable Message Sign” will be measured by the day for each 24-hour day or partial day in use. Signs not specifically approved for use will not be measured for separate payment. 1-10.5 Payment 1-10.5(2) Item Bids With Lump Sum for Incidentals (City Contracts, January 2023 City of Auburn GSP) Supplement this section with the following: Payment will be made for each of the following Bid items when included in the Proposal: “Flaggers (Min. Bid _____ per hour)”, Per Hour “Traffic Control Labor (Min. Bid _____ per hour)”, Per Hour “Other Temporary Traffic Control”, Per Lump Sum “Sequential Arrow Sign”, Per Day DIVISION 1 GENERAL REQUIREMENTS Issued February 2024 City of Auburn Engineering Construction Standards Page 72 “Portable Changeable Message Sign”, Per Day “Outside Agency Uniformed Police Flagging Labor”, Estimate “Construction Site Sign(s)”, Per Each Payment for “Traffic Control Supervisor” will be made on a prorated monthly basis for work completed. The unit contract price bid per hour for “Flaggers (Min. Bid _____ per hour)” when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Work defined in Section 1-10.3(1)A. Should the Contractor determine that the cost for this work is greater than the minimum price shown, the Contractor may bid a higher price. Should the Contractor write in a unit price less than the minimum price shown, the minimum unit price shown shall govern and become part of the bid. The lump sum contract price for “Other Temporary Traffic Control” shall be full compensation for all costs incurred by the Contractor in performing the Work defined in Section 1-10, and which costs are not compensated by one of the items listed in this section. The unit contract price bid per day for “Sequential Arrow Sign” shall be full compensation for all costs incurred by the Contractor in performing the contract work described in Section 1- 10.3(3)B (Sequential Arrow Signs) and for procuring all Sequential Arrow Signs required for the project and for transporting these signs to and from the project. The unit contract price bid per day for “Portable Changeable Message Sign” shall be full compensation for all costs incurred by the Contractor in performing the contract work described in Section 1-10.3(3)C (Portable Changeable Message Sign) and for procuring all portable changeable message signs required for the project and for transporting these signs to and from the project. The unit contract price for “Construction Site Sign(s)” shall be full payment for all equipment, labor and materials needed to furnish, install, maintain, relocate (if required), and remove and dispose of at Physical Completion. City of Auburn Uniformed Police Officers necessary for the project will be provided at no cost to the Contractor by the City of Auburn. Payment for use of “Outside Agency Uniformed Police Flagging Labor” will be per Section 1-09.4 (Equitable Adjustment) of the Standard Specifications. Costs for scheduling and coordinating all uniformed police officers by the Contractor shall be included in the lump sum contract price for Traffic Control Supervisor and no additional compensation will be made. END OF DIVISION 1 APPENDIX Q V2024.1 Page 1 of 36 Water Operations Cross-Connection Control Program Purpose: This document establishes minimum standards for the City of Auburn Cross-Connection Control Program to protect the public water system, as defined in WAC 246-290-010, from contamination via cross-connections. It describes minimum Cross-Connection Control Program operating policies, provides guidelines for installation, testing and maintenance of approved backflow prevention assemblies, permitting process, inspection and survey requirements for existing and new water service connections. The City’s proactive and ongoing Cross-Connection Control Program is an effort to protect the health of its consumers by preventing contaminants and pollutants from entering the public water supply. Washington State Department of Health, Division of Drinking Water requires all public water systems to implement a Cross-Connection Control Program. Elements of the city’s Cross-Connection Control Program must be documented and included in the Comprehensive Water System Plan. Washington Administrative Code WAC 246.290.490 mandates Cross-Connection Control Programs contain the following minimum elements: • Element 1: The purveyor shall adopt a local ordinance, resolution, code, bylaw, or other written legal instrument that: (i) Establishes the purveyor's legal authority to implement a cross-connection control program; (ii) Describes the operating policies and technical provisions of the purveyor's cross connection control program; and (iii) Describes the corrective actions used to ensure that consumers comply with the purveyor's cross-connection control requirements. The City of Auburn has adopted ordinance 5851 amending Auburn City Code Chapter 13.12 entitled “Protection of Water Supply” which establishes the City’s authority for implementing the Cross-Connection Control Program. V2024.1 Page 2 of 36 The Federal Safe Drinking Water Act of 1974 and the statutes of the State of Washington, Title 43 RCW, require purveyors to protect the public water supply from contamination. Enforcement of this Cross-Connection Control Program in the area(s) served by the City of Auburn Water will be in accordance with: • Washington Administrative Code WAC 246-290-490, Cross-Connection Control, effective April 9, 1999; • Auburn City Code, ACC1.20.010 Right of entry for Inspection • Auburn City Code, ACC13.06.260 Service Premises Isolation • Auburn City Code, ACC13.12 Protection of Water Supply; • City of Auburn Water Division, Cross-Connection Control Program; and/or any subsequent revisions, together with any future manuals of standard practice pertaining to Cross-Connection Control approved by Washington State Department of Health, Division of Drinking Water. Consumers and/or premises violating any provisions of this document and/or subsequent revisions shall be subject to enforcement action such as, but not limited to, discontinuance (TURN OFF) of water service to the premises and/or a maximum penalty of $250.00 each day. • Element 2: The purveyor shall develop and implement procedures and schedules for evaluating new and existing service connections to assess the degree of hazard posed by the consumer's premises to the purveyor's distribution system and notifying the consumer within a reasonable time frame of the hazard evaluation results. At a minimum, the program shall meet the following: (i) For connections made on or after April 9, 1999, procedures shall ensure that an initial evaluation is conducted before water service is provided; (ii) For all other connections, procedures shall ensure that an initial evaluation is conducted in accordance with a schedule acceptable to the department; and (iii) For all service connections, once an initial evaluation has been conducted, procedures shall ensure that periodic reevaluations are conducted in accordance with a schedule acceptable to the department and whenever there is a change in the use of the premises. The City’s Cross-Connection Control Program evaluation of new and existing connections is as follows: New connections must comply with the City’s Construction Standards for water, Design Standards 7.01.2.1 Domestic Service, 7.01.2.2 Other Services (Irrigation), and 7.01.5.2 Fire Sprinkler Systems, Backflow Assembly Installation Standards (Technical Memo), and evaluated by the City’s Cross-Connection Control Specialist during the permit and plan review process and before service is provided. Water service connection(s) to new consumers and/or premises shall be locked off until the City’s Cross-Connection Control Specialist has conducted a risk assessment, and determine if the backflow V2024.1 Page 3 of 36 protection is commensurate with the degree of hazard. Existing connections are given a risk assessment by the City’s Cross-Connection Specialist to determine if the backflow protection is commensurate with the degree of hazard. A preliminary assessment (site survey) is conducted of all industrial, commercial, multi-family, private water systems consumers and/or non-residential premises for the purpose of determining the need for premises isolation. The City has identified possible Table 13 (high hazard) facilities within its jurisdiction and has a prioritize list for surveying each site. Consumers and/or premises identified as Table 13 (high hazard) facility require premises isolation with an Approved Air Gap and/or Reduced Pressure Backflow Assembly. Consumers and/or premises identified as a (low hazard) facility require premises isolation with an Approved Double Check Valve Assembly if the City’s Cross-Connection Control Specialist (CCS) deems necessary. The consumer and/or premises have the option to install an Approved Air Gap and/or Reduced Pressure Backflow Assembly to avoid future plumbing changes of the premises isolation assembly if the City’s Cross-Connection Control Specialist (CCS) deems necessary. After the initial risk assessment of new and existing connections is conducted, a re-evaluation of the service connection is conducted every threee (3) years for Table 13 facilities and every five (5) years for industrial, commercial, multi-family, private water systems and/or non-residential premises. The cost/fees of installation, initial and annual testing, maintenance, and repair or replacement of the backflow assembly shall be the responsibility of the consumer as a condition of water service. • Element 3: The purveyor shall develop and implement procedures and schedules for ensuring that: (i) Cross-connections are eliminated whenever possible; (ii) When cross-connections cannot be eliminated, they are controlled by installation of approved backflow preventers commensurate with the degree of hazard; and (iii) Approved backflow preventers are installed in accordance with the requirements of subsection (6) of this section. The City’s Cross-Connection Control Program endeavors to eliminate all actual or potential physical Cross-Connections where possible, and not allow any actual or potential physical Cross-Connections unless protected by an approved air gap or backflow prevention assembly. Consumers and/or premises shall be responsible for following the provisions of the City’s Cross-Connection Control Program to eliminate and/or install approved backflow protection on all Cross-Connections within their premises. The City’s Cross-Connection program will inventory and track all backflow prevention assemblies on the consumers’ premises used for the protection of the public water supply, but it is the consumer and/or premises responsibility to test, maintain, repair, or replace all backflow prevention assemblies within their premises. V2024.1 Page 4 of 36 • Element 4: The purveyor shall ensure that personnel, including at least one person certified as a CCS, are provided to develop and implement the cross-connection control program. The City’s Cross-Connection Control Program employs State Certified personnel. The program currently staffs (2) two full time employees certified as Cross-Connection Control Specialist, Backflow Assembly Tester, and Water Distribution Manager. • Element 5: The purveyor shall develop and implement procedures to ensure that approved backflow preventers relied upon to protect the public water system are inspected and/or tested (as applicable) under subsection (7) of this section. Subsection (7) Approved backflow preventer inspection and testing. (a) For backflow preventers that protect the public water system, the purveyor shall ensure that: (i) A CCS inspects backflow preventer installations to ensure that protection is provided commensurate with the assessed degree of hazard; (ii) Either a BAT or CCS inspects: (A) Air gaps installed in lieu of approved backflow prevention assemblies for compliance with the approved air gap definition; and (B) Backflow prevention assemblies for correct installation and approval status. (iii) A BAT tests approved backflow prevention assemblies for proper operation. (b) The purveyor shall ensure that inspections and/or tests of approved air gaps and approved backflow assemblies that protect the public water system are conducted: (i) When any of the following occur: (A) Upon installation, repair, reinstallation, or relocation of an assembly; (B) Upon installation or replumbing of an air gap; (C) After a backflow incident involving the assembly or air gap; and (ii) Annually thereafter, unless the purveyor requires more frequent testing for high hazard premises or for assemblies that repeatedly fail. (c) The purveyor shall ensure that inspections of AVBs installed on irrigation systems are conducted: (i) At the time of installation; (ii) After a backflow incident; and (iii) After repair, reinstallation, or relocation. (d) The purveyor shall ensure that approved backflow prevention assemblies are tested using procedures acceptable to the department, such as those specified in the most recently published edition of the USC Manual. When circumstances, such as, but not limited to, configuration or location of the assembly, preclude the use of USC test procedures, the purveyor may allow, on a case-by-case basis, the use of alternate (non-USC) test procedures acceptable to the department. (e) The purveyor shall ensure that results of backflow prevention assembly inspections and tests are documented and reported in a manner acceptable to the purveyor. V2024.1 Page 5 of 36 (f) The purveyor shall ensure that an approved backflow prevention assembly or AVB, whenever found to be improperly installed, defective, not commensurate with the degree of hazard, or failing a test (if applicable) is properly reinstalled, repaired, overhauled, or replaced. (g) The purveyor shall ensure that an approved air gap, whenever found to be altered or improperly installed, is properly replumbed or, if commensurate with the degree of hazard, is replaced by an approved RPBA. The City’s Cross-Connection Control Program requires all backflow prevention assemblies installed within the consumers and/or premises be tested and/or inspected at time of installation, annually (yearly anniversary date), after a backflow incident, repair, reinstallation, or relocation. Consumers and/or premises are responsible for all cost/fee to test, maintain, repair, or replace backflow prevention assemblies within their premises. Consumers and/or premises are also responsible for submitting all test reports for backflow prevention assemblies within their premises to the City’s Cross-Connection Control Program within 30 days of testing the backflow preventions assemblies. Test reports received over the 30 days grace period may be returned to the consumer and/or premises for re-testing of the backflow prevention assemblies. Person testing the backflow prevention assemblies shall be a State Certified Backflow Assembly Tester on the City’s Approved List, and only test reports approved by City of Auburn shall be accepted. Test reports not approved for use by the City of Auburn shall be returned to the consumer and/or premises. Test report forms shall be complete, accurate, and legible. Procedures for inspection and/or testing of backflow prevention assemblies for existing consumers and/or premises are as follows: Annual Testing The City mails notices to existing consumers and/or premises of the annual testing or re-testing of the backflow prevention assemblies within their premises. The First Notice is mailed 30 days prior to anniversary test due date. If test reports are not received by anniversary test due date then a Second Notice is mailed giving the consumer and/or premises 30 days to test the backflow prevention assemblies. A Third Notice is mailed if the test reports are not received from the consumer and/or premises by date given on second notice. The third notice gives the consumer and/or premises 7 days to test the backflow prevention assemblies. The final notification before enforcement action is a Door Hanger hand carried to the consumer(s) and/or premises. The door hanger gives the consumer and/or premises 48 hours to have the backflow prevention assemblies tested and certified to be functioning correctly. Enforcement action includes, but is not limited to, a $250.00 fine each day and/or discontinuance (TURN OFF) of water service. Repair, Reinstallation, or Relocation Testing The City mails notices to existing consumers and/or premises of the repair, reinstallation, or relocation for the testing of the backflow prevention assemblies within their premises. Failure notices for backflow assemblies used for high health hazards are as follows: The First Notification is mailed after receiving V2024.1 Page 6 of 36 written notice from the backflow assembly tester identifying the failed test, reinstallation or relocation of the backflow assembly. A valid test report showing the repairs made with passing results, and/or initial testing of the reinstalled or relocated backflow assembly must be received within 7 days of the written notice. If a valid test report is not received within the 7 days, then a Second Notification is mailed giving the consumer and/or premises 5 days to submit a valid test report showing the repairs made with passing results, and/or initial testing of the reinstalled or relocated backflow assembly. If a valid test report is not received within the 5 days, then a Third Notification is mailed giving the consumer and/or premises 3 days to submit a valid test report showing the repairs made with passing results, and/or initial testing of the reinstalled or relocated backflow assembly. The final notification before enforcement action is a Door Hanger hand carried to the consumer(s) and/or premises. The door hanger gives the consumer and/or premises 48 hours to have the backflow prevention assemblies tested and certified to be functioning correctly. Enforcement action includes, but is not limited to, a $250.00 fine each day and/or discontinuance (TURN OFF) of water service. Failure notices for backflow assemblies used for low health hazards are as follows: The First Notification is mailed after receiving written notice from the backflow assembly tester identifying the failed test, reinstallation or relocation of the backflow assembly. A valid test report showing the repairs made with passing results, and/or initial testing of the reinstalled or relocated backflow assembly must be received within 15 days of the written notice. If a valid test report is not received within the 15 days, then a Second Notification is mailed giving the consumer and/or premises 10 days to submit a valid test report showing the repairs made with passing results, and/or initial testing of the reinstalled or relocated backflow assembly. If a valid test report is not received within the 10 days, then a Third Notification is mailed giving the consumer and/or premises 5 days to submit a valid test report showing the repairs made with passing results, and/or initial testing of the reinstalled or relocated backflow assembly. The final notification before enforcement action is a Door Hanger hand carried to the consumer(s) and/or premises. The door hanger gives the consumer and/or premises 48 hours to have the backflow prevention assemblies tested and certified to be functioning correctly. Enforcement action includes, but is not limited to, a $250.00 fine each day and/or discontinuance (TURN OFF) of water service. Procedures for inspection and/or testing of backflow prevention assemblies for new consumers and/or premises are as follows: Initial Testing & Inspection of Backflow Prevention Assemblies The consumer, contractor, and/or premises is required to comply with the City’s Construction Standards, Design Standards, Backflow Assembly Installation Standards (Technical Memo), and evaluated by the City’s Cross-Connection Control Specialist during the permit and plan review process and before service is provided. A Backflow Assembly Plumbing Permit (BFL) shall be issued for all backflow prevention assemblies installed within the City’s water distribution system. The backflow prevention assemblies shall be tested by a State Certified Backflow Assembly Tester, approved to test within the City’s water distribution system. The City’s Cross-Connection Control Specialist shall inspect the V2024.1 Page 7 of 36 installation on the backflow prevention assemblies and collect all valid test reports certifying the backflow prevention assemblies are functioning correctly. The Backflow Assembly Plumbing Permit (BFL) is then finalized in CRW. The City’s Cross-Connection Control Specialist may require corrections and/or additions during the inspection process. If so, corrections and/or additions shall be completed to the satisfaction of the City’s Cross-Connection Control Specialist before occupancy of the facility. City Owned Backflow Assemblies: The Cross-Connection Control Program currently test and maintain 160 backflow prevention assemblies within City owned facilities. The City employs (4) four Certified Backflow Assembly Testers, (2) two in the Parks Department and (2) two in Water Operations. The backflow prevention assemblies are tested and inspected annually , or more often if needed (type B hydrant meter carts are tested before being sent out with the contractor ). February 2005 Hydrant Meter Permit Regulations: Water quality, accountability, safety, infrastructure reliability and security were the catalyst for creation of the Hydrant Meter Permit Regulations for private party customer withdrawal of water from fire hydrants. (See regulations for requirements)  Element 6: The purveyor shall develop and implement a backflow prevention assembly testing quality control assurance program, including, but not limited to, documentation of BAT certification and test kit calibration, test report contents, and time frames for submitting completed test reports. • CERTIFIED BACKFLOW ASSEMBLY TESTER 1. Backflow Assembly Tester MUST be currently certified to test in Washington State and approved by the City’s Cross-Connection Control Program prior to testing any backflow assemblies within the City’s Water Distribution System. 2. Certified Backflow Assembly Tester MUST submit the following information before any Test Report Forms will be accepted: • Copy of the (Current Year) BAT Validation Card issued by Washington State Department of Health. • Copy of the Current Calibration Certificate for all testing equipment clearly stating whom the testing equipment belongs to and/or is used by. • Original Certified Backflow Assembly Tester Agreement Form completed, signed and dated for the (Current Year). No copies or faxes of this form will be accepted. By signing the Tester Agreement, the BAT Tester understands and will abide with the City’s Tester Program Requirements. • Contact information including company name, address, and phone number(s) • Auburn Business Registration Number V2024.1 Page 8 of 36 3. Tester demonstrating gross negligence or suspected of being fraudulent will be investigated and reported to Washington State Department of Health Certification Office. Test Report Forms from Backflow Assembly Tester under investigation will NOT be accepted and returned to the owner of the assembly. 4. Failure to comply with any part of the City’s Tester Program Requirements will result in the Backflow Assembly Test Report Form being rejected and returned to the owner of the assembly, and/or Backflow Assembly testing privileges discontinued within the City’s Water Distribution System. 5. Auburn Municipal Code requires business operating within the City limits to obtain a business registration number from the permit center located at city hall. • BACKFLOW ASSEMBLY TESTING EQUIPMENT 1. Backflow assembly testing equipment MUST meet all requirements set by Washington State Department of Health. 2. A copy of the Current Calibration Certificate of all testing equipment clearly stating whom the testing equipment belongs to and/or is used by MUST be submitted. 3. Backflow assembly testing equipment suspected of being damaged, malfunctioning and/or fraudulent will require re-calibration and/or repair. The new Calibration Certificate MUST be submitted to the City’s Cross Connection Control Program before any Test Report Forms will be accepted. • BACKFLOW ASSEMBLY TESTING/INSPECTION 1. Tester MUST use current Backflow Prevention Assemblies Field Test Procedures Approved for Use in Washington State. No other test procedures will be accepted. 2. The City’s Cross-Connection Control Program MUST be notified of Initial Testing for all New Backflow Assemblies. Tester shall provide the Backflow Assembly Plumbing Permit Number (example BFL07-0000) when notifying of Initial Testing. Backflow Assembly installed within the City’s Water Distribution System requires a Backflow Assembly Plumbing Permit. 3. Initial Inspection of Backflow Assembly will NOT be conducted without a valid Backflow Assembly Plumbing Permit and Test Report Form. Backflow Assembly Plumbing Permit will NOT be finalized without a valid Test Report Form and site inspection of assembly installation. 4. The City’s Cross-Connection Control Program MUST be notified within 24hrs, if a Reduced Pressure Backflow Assembly (RPBA), used for High Hazard Protection, FAILS an initial, annual and/or repeat test. 5. Backflow assemblies MUST have all test ports plugged in areas subject to flooding. V2024.1 Page 9 of 36 • BACKFLOW ASSEMBLY TEST REPORT FORMS 1. Private Test Report Form MUST use the same format as the City’s Test Report Form. Test Report Form NOT approved will be returned to the owner of the assembly. 2. Backflow Assembly Test Report Form MUST be submitted to the City’s Cross Connection Control Program within 30 days of completing the test. Test Report Form over 30 days will NOT be accepted and returned to the owner of the assembly. 3. Backflow Assembly Test Report Form MUST be Complete, Accurate and Legible. 4. Test Report Form MUST have documentation of any repairs, cleaning or flushing of backflow assembly. 5. Test Report Form will be returned to the owner of the Backflow Assembly if the tester fails to comply with any part of the City’s Tester Program Requirements. 6. Test Report Form suspected of being fraudulent will be investigated and reported to Washington State Department of Health Certification Office. 7. Test Report Form received from any BAT tester under investigation will be rejected and returned to the owner of the backflow assembly. • APPROVED BACKFLOW ASSEMBLY TESTER 1. The City’s Cross-Connection Control Program MUST mail BAT Requirement Letter to previously registered tester no later than December 31st of each year. Tester not previously registered with the City’s Cross Connection Control Program will receive a BAT Requirement Letter upon request. 2. Tester will NOT be allowed to test backflow assembly within the City’s Water Distribution System until all required information is received. 3. Tester NOT registered with the City’s Cross-Connection Control Program by the Washington State Department of Health renewal cut-off date, will NOT be allowed to test backflow assembly within the City’s Water Distribution System until all required information is received. 4. Tester NOT registered with the City’s Cross-Connection Control Program by the Washington State Department of Health renewal cut-off date, will NOT be listed on the City’s Approved Tester List given to customers upon request. 5. Tester NOT registered with the City’s Cross-Connection Control Program by the Washington State Department of Health renewal cut-off date, will NOT have Test Report Form accepted by the City’s Cross-Connection Control Program and returned to the owner of backflow assembly. 6. The City’s Cross-Connection Control Program will only list the testers Name, Phone Number(s), and BAT Certification Number on the City’s Approved Tester List given to customers upon request. 7. The City’s Cross-Connection Control Program will list testers in the order received. Testers will NOT be listed until all information requested is submitted. The City’s Approved Tester List does not indicate any preference, is completely at our discretion and subject to space availability. 8. The City’s Approved Tester List is updated on the 1st of every month. 9. The City’s Approved Tester List is available as a hard copy or on h-drive under Cross-Connection in electronic form. V2024.1 Page 10 of 36 10. Tester may request approval to test within the City’s Water Distribution System and NOT listed on the City’s Approved Tester List. • BACKFLOW ASSEMBLY TESTER RECORDS & RECORD KEEPING 1. Information from paperwork MUST be recorded in Tokay. 2. All certification paperwork received from Tester for the (Current Year) MUST be stapled together and placed into a file folder marked with the company name the Tester is employed by. 3. All paperwork MUST be stapled in the following order: • Original Tester Agreement Form for the (Current Year) • Copy of the DOH/BAT Validation Card for the (Current Year) • Copy of the Test Equipment Calibration for the (Current Year) 4. All certification paperwork received from Tester MUST be kept for a minimum of two years. 5. Paperwork such as questionable Test Report Form, Annual Tester Requirement Letter and/or Department of Health Complaint Form MUST be kept on file for as long as the Tester is Currently Registered in Washington State. (Verify annually on WETRC website) 6. The following information MUST be recorded in Tokay: • Assigned Code for new and existing Testers • Tester Status (active/inactive) • Company Name, Address and Phone Number(s) • BAT Certification Number issued by the Department of Health • • Expiration date for BAT Validation • Test equipment serial number and calibration date • Tester Agreement and Customer List Status • Certification Status 7. When all required paperwork is received and recorded, then the Tester name, certification number and phone number(s) is placed on the “City’s Approved Tester List distributed to customers upon request”. (This is only for Tester requesting to be on the City’s Approved Tester List) 8. Tester NOT requesting to be on the City’s Approved Tester List will only be track by Tokay. • BACKFLOW ASSEMBLY TESTER INVESTIGATION/COMPLAINT 1. Cross Connection Specialist MUST notify Supervisor(s) for approval before starting investigation. 2. Send a Certified Letter to the Tester informing them of the intended investigation. (This letter will require the Tester to Stop Testing Backflow Assemblies within the City’s Water Distribution System until the investigation is complete and the Tester has been cleared by the City’s Cross Connection Control Program in writing (No time frame will be set for investigation). 3. Remove the Tester name, certification number and phone number(s) from the City’s Approved Tester List and place status in Tokay as Inactive. V2024.1 Page 11 of 36 4. Review all Test Report Forms received from Tester for the (Current Year) to look for other discrepancies. 5. Compare previous history of Test Report Forms for each backflow assembly in question. 6. Conduct an on-site investigation and test of each backflow assembly in question. 7. Take pictures and documentation of each backflow assembly in question. 8. Review current Backflow Prevention Assemblies Field Test Procedures Approved for Use in Washington State to verify test procedures. 9. Review current Backflow Prevention Assemblies Approved for Installation in Washington State to verify status of backflow assembly. 10. Review findings of investigation with Supervisor(s) and acquire approval to discuss with Tester and Washington State Department of Health 11. Review finding of investigation with Tester. 12. Tester may submit a written rebuttal to the finding of the investigation after the review with the City’s Cross Connection Control Program. 13. Review finding of investigation with Washington State Department of Health Certification office. (Fill out State Complaint Form) The State will conduct its own investigation and deliver its finding in writing. 14. Review the States finding with Supervisor(s) to determine status of Tester. • Tester Cleared – Send Certified Letter reinstating testing privileges within the City’s Water Distribution System. • Tester Not Cleared – Send Certified Letter revoking testing privileges within the City’s Water Distribution System for as long as the Tester is Currently Registered in Washington State. 15. All paperwork from the investigation MUST be kept on file for as long as the Tester is Currently Registered in Washington State Tester(s) not complying with any part of the aforementioned requirements shall be removed from the City’s Approved Tester List. Test report forms shall be returned to the consumer and/or premises of the backflow prevention assemblies tested. The City reserves the right to deny a Backflow Assembly Tester from performing testing within the City’s water distribution system. Tester(s) are responsible for obtaining all certifications needed to perform duties and responsibilities for testing and maintaining backflow prevention assemblies. • Element 7: Develop and implement (when appropriate) procedures for responding to backflow incidents. The City’s Cross-Connection Control Program has outlined a Backflow Incident Response Procedure to be followed if the City’s water supply becomes contaminated or polluted due to a backflow incident. V2024.1 Page 12 of 36 BACKFLOW INCIDENT RESPONSE PLAN (Supplement to the Emergency Plan) General: This backflow incident response plan is a supplement to the City’s Response Emergency Plan. The City of Auburn Water Division is hereinafter referred to as the Purveyor. • Whenever the initial evaluation of a water quality complaint indicates that a backflow incident has occurred (potable water supply has been contaminated/polluted), may have occurred, or the reason for the complaint can not be explained as a "normal" aesthetic problem, a backflow incident investigation should be immediately initiated. Whenever a water main break or power outage (pumped systems) causes a widespread loss of water pressure (backsiphonage conditions) it is prudent to initiate a check of distribution water quality as a precursor to the need for a backflow incident investigation. It is wise to be conservative when dealing with public health matters. • Within 24 hours of knowledge of any incident of possible contamination of the potable water supply, both in the distribution system and/or in the customer's plumbing system, the state and local county personnel should be notified (see list of emergency telephone numbers in the Public Works Emergency Response M. & O. Manual). • A backflow incident investigation is often a team effort. The investigation should be made or (initially) led by a Certified Cross-Connection Control Specialist employed by the Purveyor. The investigation team should include local health and plumbing inspectors. General guidance on how to respond to a backflow incident may be obtained from the manual BACKFLOW INCIDENT INVESTIGATION PROCEDURES, First Edition, 1996, published by the Pacific Northwest Section, American Water Works Association, P. O. Box 19581, Portland, Oregon, 97280, telephone (877) 767-2992 (toll free). Short-List of Tasks: The following points are included for initial guidance for dealing with a backflow incident; the above referenced manual BACKFLOW INCIDENT INVESTIGATION PROCEDURES should be consulted as soon as possible, along with the completion of DOH form 331-457-F (see attached). 1. As soon as possible, notify customers not to consume or use water. Start the notification with the customers nearest the assumed source of contamination (usually the customer(s) making the water quality complaint). The customer should be informed about the reason for the backflow incident investigation, and the Purveyor's efforts to restore water quality as soon as possible. State that the customer will be informed when he may use water, the V2024.1 Page 13 of 36 need to boil water used for consumption until a satisfactory bacteriological test result is obtained from the lab, etc. Where a customer cannot be contacted immediately, the Purveyor shall place a written notice on the front door handle, and a follow-up visit will be made to confirm that the customer received notice about the break and possible contamination of the water supply. 2. Give consideration to the distribution system as a potential source of the contaminant (e.g., air valve inlet below ground). 3. Do not start flushing the distribution system until the source of contamination is identified. Flushing may aggravate the backflow situation and will likely remove the contaminant before a water sample can be collected to fully identify the contaminant. 4. Conduct a house-to-house survey to search for the source of contamination and the extent that the contaminant has spread through the distribution system. A check of water meters may show a return of water (meter running backward). 5. Isolate the portions of the system that are suspected of being contaminated by closing isolating valves; leave one valve open to ensure that positive water pressure is maintained throughout the isolated system. 6. Be sure to notify all affected customers in the isolated area, then the other customers in the system. 7. The public health and plumbing authorities should deal with all customers that may have consumed the contaminant, or had their plumbing systems contaminated. 8. Develop and implement a program for cleaning the contaminated distribution system. 9. For the customer where a cross-connection responsible for the system contamination is located, the Purveyor should discontinue water service until the Purveyor ordered corrective action is completed by the customer. Identification of the source and type of contaminant, and cleaning of a distribution system could take several days. Most chemical or physical contaminants can be flushed from the water distribution system or customer's plumbing system with adequate flushing velocity. This may not be the case where scale and corrosion deposits (e.g., tuberculation on old cast iron mains) provides a restriction to obtaining adequate flushing velocity, or a chemical deposit or bacteriological slime (biofilm) on which the chemical contaminant may adhere. To remove a chemical or physical contaminant, it may be necessary to provide a physical cleaning, using foam swabs (pigs), and/or to alter the form or the chemical contaminant, e.g., through oxidation using chlorination, or addition of detergents. V2024.1 Page 14 of 36 When adding any chemical (including chlorine) to remove a contaminant, it is essential that the chemistry of the contaminant is-fully understood. The wrong chemical reaction could make the contaminant more toxic, more difficult to remove, or both. Where both a chemical and bacteriological contamination has occurred, disinfection should follow the removal of the chemical contaminant. Where any bacteriological contamination is suspected, field disinfection should be done. To disinfect water mains using the "slug" or "continuous flow" method, a field unit should be used for chlorine injection, such as a chemical feed - metering or proportioning pump for sodium hypochlorite. NOTE: Refer to the City’s Backflow Incident Response Manual for additional information.  Element 8: The purveyor shall include information on cross-connection control in the purveyor's existing program for educating consumers about water system operation. The public education program may include periodic bill inserts, public service announcements, pamphlet distribution, notification of new consumers and consumer confidence reports. Public education is a key part of the City’s Cross-Connection Control Program. Through public education, the City informs consumers of: 1. The public health impacts of actual or potential Cross-Connection hazards. 2. The consumer’s responsibility to protect the public water supply from contamination. 3. The City’s requirement to comply with Washington State Department of Health regulations. 4. The City’s policies on Cross-Connection Control. The following educational material is provided to the City’s water consumers and available at City Hall, Maintenance & Operations, and by mail if requested. • Annual Consumer Confidence Report CCR • City of Auburn internet home page, Water Quality • Brochure – AWWA Caution Your Hose May Be Hazardous To Your Health • Brochure – USC Working Together For Safe Water • Brochure – AWWA Residential Fire Sprinkler Systems And Backflow Prevention • Brochure – AWWA Lawn Irrigation Systems And Backflow Prevention • Brochure – AWWA Help Protect Your Drinking Water From Contamination (Household Hazards) • Brochure – AWWA Protect Your Water Heater From Thermal Expansion • Brochure – AWWA Cross-Connections Can Create Health Hazards V2024.1 Page 15 of 36 • Comic Books – ABPA Buster Backflow, book 1 & 2 The Cross-Connection Control Program annually participates at “Kids Day” where displays and information are presented to the City’s water consumers.  Element 9: The purveyor shall develop and maintain cross-connection control Records including, but not limited to, the following: (i) A master list of service connections and/or consumer's premises where the purveyor relies upon approved backflow preventers to protect the public water system from contamination, the assessed hazard level of each, and the required backflow preventer(s); (ii) Inventory information on backflow preventers that protect the public water system including: (A) Approved air gaps installed in lieu of approved assemblies including exact air gap location, assessed degree of hazard, installation date, history of inspections, inspection results, and person conducting inspections; (B) Approved backflow assemblies including exact assembly location, assembly description (type, manufacturer, model, size, and serial number), assessed degree of hazard, installation date, history of inspections, tests and repairs, test results, and person performing tests; and (C) Approved AVBs used for irrigation system applications including location, description (manufacturer, model, and size), installation date, history of inspection(s), and person performing inspection(s). (iii) Cross-connection program summary reports and backflow incident reports required under subsection (8) of this section. Subsection 8 – Recordkeeping and reporting (a) Purveyors shall keep cross-connection records for the following time frames: (ii) Records pertaining to the master list of service connections and/or consumer’s premises required in subsection (3)(j)(i) of the section shall be kept as long as the premises pose a cross-connection hazard to the purveyor’s distribution system; (iii) Records regarding inventory information required in subsection (3)(j)(ii) of this section shall be kept for five years or for the life of the approved backflow preventer whichever is shorter: and (iv) Records regarding backflow incidents and annual summary reports required in subsection (3) (j) (iii) of this section shall be kept for five years. (b) Purveyors may maintain cross-connection control records in original form or transfer data to tabular summaries. (c) Purveyor may maintain records or data in any media, such as paper, film, or electronic format. (d) The purveyor shall complete the cross-connection control program summary report annually. Report forms and guidance on completing the report are available from the department. V2024.1 Page 16 of 36 (e) The purveyor shall make all records and reports required in subsection (3) (j) of this section available to the department or its representative upon request. The City’s Cross-Connection Control Program currently uses electronic software to track all private, and city owned assemblies within Auburn Water’s jurisdiction, including city owned assemblies fed by other water jurisdictions. Identifying level of hazard, location, installation date, inspection history, test and repair history, test results, and inspecting personnel on backflow prevention assemblies used for the protection of the City’s water supply and/or backflow prevention assemblies used on fixtures in lieu of premises isolation. Annual summary report: WAC 246.290.490, part 8d – The purveyor shall complete the cross-connection control program summary report annually. • The annual summary report is reviewed and signed by the Water Operations Manager, and submitted to the Department of Health via mail, or secured web site. • Copies of the annual summary report are available in the Cross-Connection Program Manual. Records & Reports: Purveyors must develop and maintain records of their Cross-Connection Control program, as mandated by WAC 246.290.490. At a minimum, purveyors must maintain the following records: • Master list of service connections and/or premises where backflow prevention assemblies are installed to protection the public water system. • Assessed hazard level of each backflow prevention assembly. • Inventory information on approved air gaps, including location, degree of hazard, installation date, inspection history & results, and personnel conducting inspection. • Backflow prevention assembly inventory information including location, assembly description, installation date & history, test & repair history, test results, and personnel conducting inspection. • Program summary and backflow incident reports.  Element 10: Purveyors who distribute and/or have facilities that receive reclaimed water within their water service area shall meet any additional cross-connection control requirements imposed by the department in a permit issued under chapter 90.46 RCW. V2024.1 Page 17 of 36 No reclaimed water within the purveyor’s water system. General Program Requirements: WAC246-290-490(1) (c): The purpose of the purveyor’s cross-connection program shall be to protect the public water system, as defined in WAC 246-290-010, from contamination via cross-connections. This is covered under Element 1 of the City’s Cross Connection Control Program. WAC 246-290-490(1) (d): The purveyor’s responsibility for cross-connection control shall begin at the water supply source, include all the public water treatment, storage, and distribution facilities, and end at the point of delivery to the consumer’s water system, which begins at the downstream end of the service connection or water meter located on the public right-of-way or utility-held easement. The City’s Cross Connection Control Program is not responsible for Cross Connection Control inside the consumer’s building and/or property. The jurisdiction falls under the Local Administrative Authority as per the Uniform Plumbing Code for Cross Connection Control 603.0 WAC 246-290-490(1) (e): Under this section, purveyors are not responsible for eliminating or controlling cross-connections within the consumer's water system. Under chapter 19.27 RCW, the responsibility for cross-connection control within the consumer's water system, i.e., within the property lines of the consumer's premises, lies with the authority having jurisdiction. The City’s Cross Connection Control Program is responsible for eliminating and/or controlling Cross Connections from the consumer’s water system to the public water system. Service connections from the water main shall have backflow protection that is commensurate with the degree of hazard as accessed by the City’s Cross Connection Control Specialist. Examples of service connections include but are not limited to, domestic water, irrigation water and fire protection water. WAC 246-290-490(2) (a) The purveyor shall develop and implement a cross-connection control program that meets the requirements of this section, but may establish a more stringent program through local ordinances, resolutions, codes, bylaws, or operating rules. This is covered under Element 1 of the City’s Cross Connection Control Program. WAC 246-290-490(2) (b) Purveyors shall ensure the good engineering and public health protection practices are used in the development and implementation of cross-connection control programs. Department publications and the most recently published editions of references, such as, but not limited to, those listed V2024.1 Page 18 of 36 below, may be used as guidance for cross-connection program development and implementation: (i) Manual of Cross-Connection Control published by the Foundation for Cross-Connection Control and Hydraulic Research, University of Southern California (USC Manual); or (ii) Cross-Connection Control Manual, Accepted Procedure and Practice published by the Pacific Northwest Section of the American Water Works Association (PNWS-AWWA Manual) (iii) Guidance document: Cross-Connection Control for Small Water Systems published by the department. The following reference guides and publications were used in the development of the City’s Cross-Connection Control Program; • Washington Administrative Code WAC 246-290, Group A Public Water Systems, effective April 27, 2003 • Cross-Connection Control Manual Accepted Procedures ad Practice 6th Edition, December 1995 • Cross-Connection Control Manual Supplement 1st Edition, December 1995 • Cross-Connection Control for Small water Systems Guidance Document, September 2003 • Backflow Incident Investigation Procedures 1st Edition, December 1996 • Environmental Protection Agency Cross-Connection Control Manual, revised February 2003 • American Society of Sanitary Engineering, Performance Requirements for Outdoor Enclosures for Backflow Prevention Assemblies • Backflow Prevention Assemblies Field Test Procedures Approved for use in Washington State, July 1998 • Uniform Plumbing Code 2000 Edition, September 1999 • Backflow Prevention Assemblies Approved for Installation in Washington State, published annually • University of Southern California Manual of Cross-Connection Control 9th Edition, December 1993 • American Water Works Association Recommended Practice for Backflow Prevention and Cross-Connection Control M14 3rd Edition, 2004 • American water Works Association Distribution System Requirements for Fire Protection M31 3rd Edition, 1998 WAC 246-290-490(2) (c) The purveyor may implement the cross-connection control program, or any portion thereof, directly or by means of a contract with another agency or party acceptable to the department. The City’s Water Division implements the Cross-Connection Control Program V2024.1 Page 19 of 36 WAC 246-290-490(2) (d) The purveyor shall coordinate with the authority having jurisdiction in all matters concerning cross-connection control. The purveyor shall document and describe the coordination, including delineation of responsibilities, in the written cross-connection control program required in (e) of this subsection. • The Local Administrative Authority shall enforce the Uniform Plumbing Code and Uniform Plumbing Code Standards for Cross-Connection Control, or subsequent revisions: 1. 603.0 Cross-Connection Control 2. 603.1 Approval of Devices or Assemblies 3. 603.2 Backflow Prevention Devices, Assemblies, and Methods 4. 603.3 General Requirements 5. 603.4 Specific Requirements Amended 2000 UPC, effective July 1, 2002 The control of Cross-Connections requires cooperation between the water purveyor, local administrative authority, health officer and the consumer. The City of Auburn Water Division shall make available to all Local Administrative agencies the information maintained in the purveyors Cross-Connection Control program files, which may include, but is not limited to: 1. A master list of all premises that have been isolated from the purveyor water system in accordance with the purveyors’ cross-connection control program. 2. Information concerning any internal cross-connections that come to the attention of the purveyor during risk assessment evaluations of premises. 3. Notification of any termination of water service for failure to comply with the requirements of WAC 246-290-490, Auburn City Code 13.12, and/or the City of Auburn Water Department Cross-Connection Control Program and/or any subsequent revisions. UPC 603.3.3 For devices and assemblies other than those regulated by the Washington Department of health in conjunction with the local water purveyor for the protection of the public water systems, the Administrative Authority shall ensure that the owner or responsible person shall have the backflow prevention assembly tested by a Washington State Department of Health certified backflow assembly tester: • At the time of installation, repair, or relocation; and • At least on an annual schedule thereafter, unless more frequent testing is required by the Administrative Authority. WAC 246-290-490(2) (e) The purveyor shall include a written description of the cross-connection control program in the water system plan required under WAC V2024.1 Page 20 of 36 246-290-100 or the small water system management program required under WAC246-290-105. The cross-connection control program shall include the minimum program elements described in subsection (3) Minimum elements of a cross-connection control program The city’s cross connection control program is included in the Water system plan WAC 246-290-490(2) (f) The purveyor shall ensure that cross-connection between the distribution system and a consumer’s water system are eliminated or controlled by the installation of an approved backflow preventer commensurate with the degree of hazard. This can be accomplished by implementation of a cross-connection program that relies on: (i) Premises isolation as defined in WAC 246-290-010; or (ii) Premises isolation and in-premises protection as defined in WAC 246-290-010 The City’s Cross Connection Control Program relies on premises isolation to protect the public water system. All domestic water service with the exception of single family residential shall be required to install a Reduced Pressure Backflow Assembly (RPBA). Fire protection systems and landscape irrigation system with chemical addition or injection shall be required to install a Reduced Pressure Backflow Assembly (RPBA). Backflow assembly type may be reduced to a lesser by submitting plumbing, irrigation and fire protection plans for the City’s Cross Connection Specialist to review and conduct a hazard evaluation and risk assessment posed on the public water system. All changes shall be approved by the City’s Cross Connection Specialist in writing. WAC 246-290-490(2) (g) Purveyor with cross-connection control programs that rely both on premises isolation and in-premises protection: (i) Shall comply with the premises isolation requirements specified in subsection (4) (b) of this section; and (ii) May reduce premises isolation requirements and rely on in-premises protection for premises other than the type not addressed in subsection (4) (b) of this sections, if the conditions in (h) of this subsection are met: (A) The in-premises backflow preventers provide a level of protection commensurate with the purveyor's assessed degree of hazard; (B) Backflow preventers which provide the in-premises backflow protection meet the definition of approved backflow preventers as described in WAC 246-290-010; (C) The approved backflow preventers are installed, inspected, tested (if applicable), maintained, and repaired in accordance with subsections (6) and (7) of this section; (D) Records of the backflow preventers are maintained in accordance with subsections (3)(j) and (8) of this section; and (E) The purveyor has reasonable access to the consumer's premises to conduct an initial hazard evaluation and periodic reevaluations to determine whether the in-premises protection is adequate to protect the purveyor's distribution system. V2024.1 Page 21 of 36 The City’s Cross-Connection Control Program CAN NOT rely on in-premises protection to protect the distribution system for the following reasons: • Consumer can make plumbing changes at any time without notifying the city. • Backflow preventers installed inside consumers buildings and/or premises are under the control of the Authority having Jurisdiction. • Not enough staff to conduct initial inspections and re-inspections of consumer’s premises. WAC 246-290-490(2) (h) The purveyor shall take appropriate corrective action as authorized by the legal instrument required by subsection (3)(b) of this section, when: (i) A cross-connection exists that is not controlled commensurate to the degree of hazard assessed by the purveyor; or (ii) A consumer fails to comply with the purveyor's requirements regarding the installation, inspection, testing, maintenance or repair of approved backflow preventers required by this chapter. The City’s Cross-Connection Control Program enforcement action includes, but is not limited to, a $250.00 fine each day and/or discontinuance (TURN OFF) of water service. WAC 246-290-490(2) (i) The purveyor's corrective action may include, but is not limited to: (i) Denying or discontinuing water service to a consumer's premises until the cross connection hazard is eliminated or controlled to the satisfaction of the purveyor; (ii) Requiring the consumer to install an approved backflow preventer for premises isolation commensurate with the degree of hazard; or (iii) The purveyor installing an approved backflow preventer for premises isolation commensurate with the degree of hazard. The City’s Cross-Connection Control Program enforcement action includes, but is not limited to, a $250.00 fine each day and/or discontinuance (TURN OFF) of water service. WAC 246-290-490(2) (j) Except in the event of an emergency, purveyors shall notify the authority having jurisdiction prior to denying or discontinuing water service to a consumer's premises for one or more of the reasons listed in (h) of this subsection. The City’s Cross-Connection Control Program shall notify the Local Administrative Authority prior to denying and/or discontinuing water service except in the event of an emergency and/or backflow incident. WAC 246-290-490(2) (k) The purveyor shall prohibit the intentional return of used water to the purveyor's distribution system. Used water includes, but is not V2024.1 Page 22 of 36 limited to, water used for heating,cooling, or other purposes within the consumer's water system. The City’s Cross Connection Control Program relies on premises isolation to protect the public water system. All domestic water service with the exception of single family residential shall be required to install a Reduced Pressure Backflow Assembly (RPBA). Fire protection systems and landscape irrigation system with chemical addition or injection shall be required to install a Reduced Pressure Backflow Assembly (RPBA). Backflow assembly type may be reduced to a lesser by submitting plumbing, irrigation and fire protection plans for the City’s Cross Connection Specialist to review and conduct a hazard evaluation and risk assessment posed on the public water system. All changes shall be approved by the City’s Cross Connection Specialist in writing. WAC 246-290-490(3) (a) To be acceptable to the department, the purveyor’s cross-connection control program shall include the minimum elements identified in the subsection. The City’s Cross Connection Control Program includes the Ten Elements as required by the WAC. WAC 246-290-490(4) (a) The purveyor shall ensure that a Cross Connection Control Specialist: (i) Assesses the degree of hazard posed by the consumer’s water system upon the purveyor’s distribution system; and (ii) Determines the appropriate method of backflow protection for premises isolation in accordance with Table 8 Table 12 Appropriate Methods of Backflow Protection for Premises Isolation Degree of Hazard Application Condition Appropriate Approved Backflow Preventer High health cross-connection hazard Backsiphonage or backpressure backflow AG, RPBA or RPDA Low health cross-connection hazard Backsiphonage or backpressure backflow AG, RPBA, RPDA, DCVA or DCDA WAC246-290-490(4) (b) Premises isolation requirements. (i) The purveyor shall ensure that an approved air gap, RPBA, or RPDA is installed for premises isolation for service connections to premises posing a high health cross-connection hazard including, but not limited to, those premises listed in Table 9, except those premises identified as severe in (b)(ii) of this subsection. (ii) For service connections to premises posing a severe health cross-connection hazard including wastewater treatment plants, radioactive material processing plants, and nuclear reactors, the purveyor shall ensure that either an: (A) Approved air gap is installed for premises isolation; or (B) Approved RPBA or RPDA is installed for premises isolation in V2024.1 Page 23 of 36 combination with an in-plant approved air gap. (iii) If the purveyor's CCS determines that no hazard exists for a connection serving premises of the type listed in Table 9, the purveyor may grant an exception to the facility The city’s cross connection control specialist will not grant exemptions to facility’s recognized by the state as a table 13. (iv) The purveyor shall document, on a case-by-case basis, the reasons for granting an exception under (b)(i) of this subsection and include the documentation in the cross-connection control program annual summary report required in subsection (8) of this section. Table 13 High Health Cross-Connection Hazard Premises Requiring Premises Isolation by AG or RPBA/RPDA • Agricultural (farms and dairies) • Beverage bottling plants • Car washes • Chemical plants • Commercial laundries and dry cleaners • Premises where both reclaimed water and potable water are provided • Film processing facilities • Food processing plants • Hospitals, medical centers, nursing homes, veterinary, medical and dental clinics, and blood plasma centers; 1. Hospitals (include psychiatric hospitals and alcohol and drug treatment centers) 2. Same day surgery centers 3. Out-patient clinics and offices 4. Alternative health out-patient clinics and offices 5. Psychiatric out-patient clinics and offices 6. Chiropractors 7. Hospice care centers 8. Kidney dialysis centers 9. Blood centers 10. Dental clinics and offices 11. Nursing homes 12. Boarding homes 13. Residential treatment centers 14. Mortuaries 15. Morgues and autopsy (not in hospitals) 16. Veterinarian offices, clinics, and hospitals • Premises with separate irrigation systems using the purveyor’s water supply and with chemical addition V2024.1 Page 24 of 36 • Laboratories • Metal plating industries • Mortuaries • Petroleum processing or storage plants • Piers and docks • Radioactive material processing plants or nuclear reactors* • Survey access denied or restricted • Wastewater lift stations and pumping stations • Wastewater treatment plants* • Premises with an unapproved auxiliary water supply interconnected with the potable water supply (private well, pond, tanks, etc.) WAC 246-290-490(4) (c) Backflow protection for single-family residences. (i) For single-family residential service connections, the purveyor shall comply with the requirements of (b) of this subsection when applicable. (ii) If the requirements of (b) of this subsection do not apply and the requirements specified in subsection (2)(g)(ii) of this section are met, the purveyor may rely on backflow protection provided at the point of hazard in accordance with WAC 51-56-0600 of the UPC for hazards such as, but not limited to: (A) Irrigation systems; (B) Swimming pools or spas; (C) Ponds; and (D) Boilers. For example, the purveyor may accept an approved AVB on a residential irrigation system, if the AVB is properly installed under the UPC. The City’s Cross Connection Control Program is not responsible for Cross Connection Control inside the consumer’s property. The jurisdiction falls under the Local Administrative Authority as per the Uniform Plumbing Code for Cross Connection Control 603.0 WAC 246-290-490(4) (d) Backflow protection for fire protection systems. (i) Backflow protection is not required for residential flow-through or combination fire protection systems constructed of potable water piping and materials. (ii) For service connections with fire protection systems other than flow-through or combination systems, the purveyor shall ensure that backflow protection consistent with WAC 51-56-0600 of the UPC is installed. The UPC requires minimum protection as follows: (A) An RPBA or RPDA for fire protection systems with chemical addition or using unapproved auxiliary water supply; and (B) A DCVA or DCDA for all other fire protection systems. (iii) For connections made on or after April 9, 1999, the purveyor shall ensure that backflow protection is installed before water service is provided. (iv) For existing fire protection systems: (A) With chemical addition or using unapproved auxiliary supplies, the V2024.1 Page 25 of 36 purveyor shall ensure that backflow protection is installed within ninety days of the purveyor notifying the consumer of the high health cross connection hazard or in accordance with an alternate schedule acceptable (B) Without chemical addition, without on-site storage, and using only the purveyor's water (i.e., no unapproved auxiliary supplies on or available to the premises), the purveyor shall ensure that backflow protection is installed in accordance with a schedule acceptable to the purveyor or at an earlier date if required by the code official administering the State Building Code as defined in chapter 51-04 WAC. (C) When establishing backflow protection retrofitting schedules for fire protection systems that have the characteristics listed in (d)(iv)(B) of this subsection, the purveyor may consider factors such as, but not limited to, impacts of assembly installation on sprinkler performance, costs of retrofitting, and difficulty of assembly installation. The City’s Cross-Connection Control Program evaluation of new and existing fire protection system connections is as follows: New connections must comply with the City’s Construction Standards for water, Design Standards 7.01.5.2 Fire Sprinkler Systems, Backflow Assembly Installation Standards (Technical Memo), along with any additional requirements by the Fire Authority and Authority having Jurisdiction and evaluated by the City’s Cross-Connection Control Specialist during the permit and plan review process and before service is provided. Fire Sprinkler System service connection(s) to new consumers and/or premises shall have a risk assessment conducted by the City’s Cross-Connection Control Specialist to determine if the backflow protection is commensurate with the degree of hazard, the backflow assembly is correctly installed and a valid test of the backflow assembly is conducted before the BFL permit is finaled. Existing Fire Sprinkler System service connections are given a risk assessment by the City’s Cross-Connection Specialist to determine if the backflow protection is commensurate with the degree of hazard. If the Fire Sprinkler System has the characteristics of WAC 246-290-490 (d) (iv) (a) – i.e. chemical addition or unapproved auxiliary supplies – the consumers and/or premises shall install backflow protection commensurate with the degree of hazard within (90) ninety days of the City notifying the consumes and/or premises or within an alternate schedule acceptable to the City’s Cross-Connection Control Program. If the Fire Sprinkler System does not have chemical addition or unapproved auxiliary supplies, the consumer and/or premises shall install backflow protection commensurate with the degree of hazard within (90) ninety days of the City notifying the consumers and/or premises or within an alternate schedule acceptable to the City’s Cross-Connection Control Program. Factors such as, but not limited to, impact of the backflow assembly installation on the fire sprinklers performance, costs of retrofitting, and difficulty of installation are consideration for an alternate schedule. The cost/fees of installation, initial and annual testing, maintenance, and repair or replacement of the backflow assembly shall be the responsibility of the consumer as a condition of water service. V2024.1 Page 26 of 36 WAC 246-290-490(4) (e) Purveyors may require backflow preventers commensurate with the degree of hazard determines by the purveyor to be installed for premises isolation for connections serving premises that have characteristics such as, but not limited to, the following: (i) Complex plumbing arrangements or plumbing potentially subject to frequent changes that make it impracticable to assess whether cross-connection hazards exist; (ii) A repeated history of cross-connections being established or reestablished; or (iii) Cross-connection hazard are unavoidable or not correctable, such as, but not limited to, tall buildings. The City’s Cross-Connection Control Program requires commensurate backflow protection for consumers and/or premises with the following defined characteristics: • Complex plumbing arrangements – • Plumbing subject to frequent changes – • Repeat history of cross-connections – • Unavoidable cross-connection hazards – • Non-correctable cross-connection hazards – WAC 246-290-490(5) (a) The purveyor shall ensure that all backflow prevention assemblies relied upon by the purveyor are models included on the current list of backflow prevention assemblies approved for use in Washington state. The City’s Cross-Connection Control Program verifies new backflow assemblies installed within the distribution system are on the current DOH Approved Assemblies List. WAC 246-290-490(5) (b) The purveyor may rely on testable backflow prevention assemblies that are not currently approved by the department, if the assemblies: (i) Were included on the department and/or USC list of approved backflow prevention assemblies at the time of installation; (ii) Have been properly maintained; (iii) Are commensurate with the purveyor’s assessed degree of hazard; and (iv) Have been inspected and tested at least annually and have successfully passed the annual test The City’s Cross-Connection Control Program archives DOH Approved Assemblies List for verification. WAC 246-290-490(5) (c) The purveyor shall ensure that an unlisted backflow prevention assembly is replaced by an approved assembly commensurate with the degree of hazard, when the unlisted assembly: (i) Does not meet the conditions specified in (b) (i) through (iv) of this subsection; (ii) Is moved; or (iii) Cannot be repaired using spare parts from the original manufacturer. V2024.1 Page 27 of 36 This is covered under Element 5 of the City’s Cross Connection Control Program. WAC 246.290.490(6) (a) The purveyor shall ensure that approved backflow preventers are installed in the orientation for which they are approved (if applicable). The City’s Cross-Connection Control Program requires all approved backflow assemblies to be installed in the orientation for which they are approved and provides installation standards for assembly size and type. Reduced Pressure Backflow Assemblies (RPBA) installed inside of a building shall be engineered by the plumbing contractor to meet the following: “The plumbing system needs to have adequate capacity to carry continuous discharge from relief valve of RPBA”. WAC 246.290.490(6) (b) The purveyor shall ensure that approved backflow preventers are installed in a manner that: (i) Facilitates their proper operation, maintenance, inspection, and/or in-line testing (as applicable) using standard installation procedures acceptable to the department such as those in the USC Manual or PNWS-AWWA Manual; (ii) Ensures that the assembly will not become submerged due to weather-related conditions such as flooding; and (iii) Ensures compliance with all applicable safety regulations. The City’s Cross-Connection Control Program requires all approved backflow assemblies to be installed in the orientation for which they are approved and meets all the City’s standards, USC Manual and PNWS-AWWA Manual. Backflow assemblies under the jurisdiction of the water purveyor shall not be installed in areas subject to flooding and shall meet all applicable safety regulations. WAC 246.290.490(6) (c) The purveyor shall ensure that approved backflow assemblies for premises isolation are installed at a location adjacent to the meter or property line or an alternate location acceptable to the purveyor. WAC 246.290.490(6) (d) When premises isolation assemblies are installed at an alternate location acceptable to the purveyor, the purveyor shall ensure that there are no connections between the point of delivery from the public water system and the approved backflow assembly, unless the installation of such a connection meets the purveyor’s cross-connection control requirements and is specifically approved by the purveyor. The City’s Cross-Connection Control Program requires all approved backflow assemblies used for premises isolation be installed at a location adjacent to the meter or property line, however if the location is not feasible then the facilities property owner and/or representative shall submit a set of plans for approval by the City’s Cross-Connection Control Specialist showing the new location of the backflow assembly and the piping from the meter. V2024.1 Page 28 of 36 WAC 246.290.490(6) (e) The purveyor shall ensure that approved backflow preventers are installed in accordance with the following time frames: (i) For connections made on or after April 9, 1999, the following conditions shall be met before service is provided: (A) The provisions of subsection (3)(d)(ii) of this section; and (B) Satisfactory completion of the requirements of subsection (7) of this section. (ii) For existing connections where the purveyor identifies a high health cross connection hazard, the provisions of (3)(d)(ii) of this section shall be met: (A) Within ninety days of the purveyor notifying the consumer of the high health cross-connection hazard; or (B) In accordance with an alternate schedule acceptable to the purveyor. (iii) For existing connections where the purveyor identifies a low cross-connection hazard, the provisions of subsection (3)(d)(ii) of this section shall be met in accordance with a schedule acceptable to the purveyor. This is covered under Element 2 of the City’s Cross Connection Control Program. WAC 246.290.490(6) (f) The purveyor shall ensure that bypass piping installed around any approved backflow preventer is equipped with an approved backflow preventer that: (i) Affords at least the same level of protection as the approved backflow preventer that is being bypassed; and (ii) Complies with all applicable requirements of this section. The City’s Cross-Connection Control Program requires all bypass piping and/or parallel connections to have the same level of protection as required by the City’s Cross Connection Specialist. WAC 246.290.490(8) (f) The purveyor shall notify the department, local administrative authority, and local health jurisdiction as soon as possible, but no later than the end of the next business day, when a backflow incident is known by the purveyor to have: (i) Contaminated the public water system; or (ii) Occurred within the premises of a consumer served by the purveyor. This is covered under Element 7 of the City’s Cross Connection Control Program. WAC 246.290.490(8) (g) – The purveyor shall: • Document details of backflow incidents on a form acceptable to the department such as the backflow incident report form included in the most recent edition of the PNWS-AWWA Manual: and • Include all backflow incident report(s) in the annual cross0connection program summary report. This is covered under Element 7 of the City’s Cross Connection Control Program. V2024.1 Page 29 of 36 Definitions: “Accessible” means reference to the installation of backflow preventers; accessible shall mean that such backflow preventers shall be placed so that they can be reached for testing and/or maintenance safely. “Approval/approved” means authorized in writing by the health authority, department, purveyor, or other agency having jurisdiction. “Approved air gap,” means a physical separation between the free-flowing end of a potable water supply pipeline and the overflow rim of an open or non-pressurized receiving vessel. To be an air gap approved by the department, the separation must be at least: • Twice the diameter of the supply piping measured vertically from the overflow rim of the receiving vessel, and in no case be less than one inch, when unaffected by vertical surfaces (sidewalls); and: • Three times the diameter of the supply piping, if the horizontal distance between the supply pipe and a vertical surface (sidewall) is less than or equal to three times the diameter of the supply pipe, or if the horizontal distance between the supply pipe and intersecting vertical surfaces (sidewalls) is less than or equal to four times the diameter of the supply pipe and in no case less than one and one-half inches. “Approved atmospheric vacuum breaker” means an AVB of make, model, and size that is approved by the department. AVBs that appear on the current approved backflow prevention assemblies list developed by the University of Southern California Foundation for Cross-Connection Control and Hydraulic Research or that are listed or approved by other nationally recognized testing agencies (such as IAPMO, ANSI, or UL) acceptable to the local administrative authority are considered approved by the department. “Approved backflow preventer” means an approved air gap, an approved backflow prevention assembly, or an approved AVB. The terms “approved backflow preventer,” “approved air gap,” or “approved backflow prevention assembly” refer only to those approved backflow preventers relied upon by the purveyor for the protection of the public water system. The requirements of WAC 246-290-490 do not apply to backflow preventers installed for other purposes. “Approved backflow prevention assembly” means an RPBA, RPDA, DCVA, DCDA, PVBA, or SVBA of make, model, and size that is approved by the department. Assemblies that appear on the current approved backflow prevention assemblies list developed by the University of Southern California Foundation for Cross-Connection Control and Hydraulic Research or other entity acceptable to the department are considered approved by the department. V2024.1 Page 30 of 36 “As-built drawing” means the drawing created by an engineer from the collection of the original design plans, including changes made to the design or to the system that reflects the actual constructed condition of the water system. “Assessment of risk” shall express the results of an evaluation (site survey) of a health, system, or plumbing hazard. The evaluation (site survey) required in making a determination of the type of backflow preventer needed to isolate a specific cross-connection (e.g., a plumbing fixture), or a group of cross-connections contained within a facility or complex of facilities (e.g. a shopping mall) is comprised of the following steps: • Determine the degree of potential health hazard risk to the public water system. (In assessing the purveyor’s risk of contamination of the public water system, if knowledge of the degree of hazard posed by a substance is not known, the purveyor must assume that it is high. Generally, almost all substance other than potable water is considered a health hazard of some degree). • Determine the high or low probability that a cross-connection may occur. 1. The probability increases that an existing cross-connection will go undetected as the complexity of a piping system increases. 2. Piping changes will create new cross-connections, or change the operating conditions from backsiphonage to backpressure conditions. 3. A backflow preventer could be by-passed or removed from service. 4. A substance could be changed or increased in strength. 5. A substance may deteriorate, and thus become a health hazard. 6. A substance, when combined with the chemicals in the potable water supply, or when exposed to certain piping material, may react and form a compound that poses a health hazard, such as CO2 mixing with water to from carbolic acid that leaches copper from a service pipe. 7. A substance, if it contains a bacteriological contaminant, could become a health hazard long after it enters the potable water supply, though bacteria re-growth. • Determine the risk level acceptable to the purveyor, and • Determine the reliability required of the backflow preventer. “Auxiliary water supply” means any water supply on, or available to, a premise in addition to the purveyor’s approved public potable water supply. “Auxiliary water supply – approved” means an auxiliary water supply which has been investigated and approved by the health authority, meets water quality regulations, and is accepted by the water purveyor. “Auxiliary water supply – unapproved” means an auxiliary water supply, which is not approved by the health authority and the water purveyor. “Backflow” means the undesirable reversal of flow of water or other substances through a cross-connection into the public water system or consumer’s potable water system. “Backflow assembly tester” means a person holding a valid BAT certificate issued in accordance with chapter 246-292 WAC. V2024.1 Page 31 of 36 “Backflow prevention assembly” means the nomenclature “assembly” refers to a backflow preventer which are designed to be in-line tested and repaired, and to meet the head loss and flow requirements of the recognized approval authority. The “assembly” consists of the backflow prevention unit, two resilient seated shutoff valves, and test cock(s). “Backflow prevention device” means the nomenclature “device” refers to a backflow preventer that is not designed for in-line testing. “Backpressure” means a pressure (caused by a pump, elevated tank or piping, boiler, or other means) on the consumer’s side of the service connection that is greater than the pressure provided by the public water system and which may cause backflow. “Backsiphonage” means backflow due to a negative or reduced pressure within the purveyor’s potable water supply. “Combination fire protection system” means a fire sprinkler system that: • Is supplied only by the purveyor’s water. • Does not have a fire department pumper connection; and • Is constructed of approved potable water piping and materials that serve both the fire sprinkler system and the consumer’s potable water system. “Consumer” means any person receiving water from a public water system from either the meter, or the point where the service line connects with the distribution system if no meter is present. For purposes of cross-connection control, “consumer” means the owner or operator of a water system connected to a public water system through a service connection. “Consumer’s water system” as used in WAC 246-290-490, means any potable and/or industrial water system that begins at the public water system point of delivery; that is, at the immediate downstream side of the water meter, and is located on the consumer’s premises. The consumer’s water system includes all auxiliary sources of supply, storage, treatment, and distribution facilities, piping, plumbing, and fixtures under the control of the consumer. “Contaminant” means a substance present in drinking water that may adversely affect the health of the consumer or the aesthetic qualities of the water. “Cross-connection” means any actual or potential physical connection between a public water system or the consumer’s water system and any source of non-potable liquid, solid, or gas that could contaminate the potable water supply by backflow. “Cross-connection control program” means the administrative and technical procedures the purveyor implements to protect the public water system from contamination via cross-connections as required in WAC 246-290-490. V2024.1 Page 32 of 36 “Cross-connection control specialist” means a person holding a valid Washington State Cross-Connection Control Specialist certificate issued in accordance with Chapter 246-292 WAC. “Cross-connection control summary report” means the annual report required by the department that describes the status of the purveyor’s cross-connection control program. “Check valve” the term “check valve” is a generic term used for a variety of valves that specifically allow flow in one direction only. The variety of such valves includes slanting disc checks, silent check, (wafer or globe), automatic control checks, rubber flapper checks, double disc swing checks, swing checks (internally or externally weighted), and a spring-loaded check. A check valve in an approved assembly must be an approved check valve (components of double check valve assemblies, reduced pressure backflow assemblies, pressure vacuum breakers, and spill resistant vacuum breaker) that is drip-tight in the normal direction of flow when the inlet pressure is at least one p.s.i. “Confined space,” means any space having a limited means of egress and not intended for continuous occupancy, which is subject to the accumulation of toxic or flammable contaminants or an oxygen deficient atmosphere. “Containment” means to restrict or limit the flow of contaminated or polluted water to the meter or service connection where the public water enters the private (consumer’s) water system. The two systems are separated by a backflow preventer commensurate with the degree of hazard. “Contamination” means an impairment of the quality of the potable water, which creates an actual hazard to the public health through poisoning or through the spread of diseases by sewage, industrial fluids or waste. Also defined as severe or high hazard. The term “contamination” used in EPA and drinking water regulations “maximum contamination level” bestows a different meaning than that used in describing a cross-connection hazard. “Department” means the Washington State Department of Health or health officer as identified in a joint plan of operation in accordance with WAC 246-290-030 (1). “Design and construction standards” means department design guidance and other peer reviewed documents generally accepted by the engineering profession as containing fundamental criteria for design and construction of water facility projects. Design and construction standards are comprised of performance and sizing criteria and reference general construction materials and methods. “Direct service connection,” means a service hookup to a property that is contiguous to a water distribution main and where additional mains or extensions are not needed to provide service. V2024.1 Page 33 of 36 “Distribution system” means all piping components of a public water system that serve to convey water from transmission mains linked to source, storage and treatment facilities to the consumer excluding individual services. “Dual distribution system” means a facility with two water systems, one potable and the other non-potable. The purpose of the non-potable water system is to reduce the cost of the potable water supply. “Double check detector assembly” (DCDA) means an approved assembly consisting of two approved double check valve assemblies, set in parallel, equipped with a meter on the bypass line to detect small amounts of water leakage or use. “Double check valve assembly” (DCVA) means an approved assembly consisting of two independently operating check valves, loaded to the closed position by springs or weights, and installed as a unit with, and between, two resilient seated shutoff valves and having suitable connections for testing. “Emergency” means an unforeseen event that causes damage or disrupts normal operations and requires immediate action to protect public health and safety. “Fire Flow” means the maximum rate and duration of water flow needed to suppress a fire under WAC246.293.640 or as required under local fire protection authority standards. “Fire Suppression Storage” means the volume of stored water available during fire suppression activities to satisfy minimum pressure requirements per WAC 246.290.230. “First Consumer” means the first service connection associated with any source (i.e., the point where water is first withdrawn for human consumption, excluding connections where water is delivered to another water system covered by these regulations). “Flow-through fire protection system” means a fire sprinkler system that: • Is supplied only by the purveyor’s water; • Does not have a fire department pumper connection; • Is constructed of approved potable water piping and materials to which sprinkler heads are attached; and • Terminates at a connection to a toilet or other plumbing fixture to prevent the water from becoming stagnant. “Guideline” means a department document assisting the purveyor in meeting a rule requirement. “Health officer” means the health officer of the city, county, city-county health department or district, or an authorized representative. “High health cross-connection hazard” means a cross-connection, which could impair the quality of potable water and create an actual public health hazard through poisoning or spread of disease by sewage, industrial liquids or waste. V2024.1 Page 34 of 36 “High health hazard” means a physical or toxic hazard, which could be detrimental to ones, health. “Human Consumption” means the use of water for drinking, bathing or showering, hand washing, food preparation, cooking, or oral hygiene. “Internally-loaded check valve” means a check valve which is internally loaded, either by springs or weights, to the extent it will be drip tight with a 1 p.s.i. differential in the direction of flow. “Industrial piping system” refers to that piping system that transmits, confines, or stores any fluids that are not approved potable water. Such a system would include all pipes, tanks, fixtures, equipment and other extensions of the non-potable water system. “In-premises protection” means a method of protecting the health of consumers served by the consumer’s potable water system, located within the property lines of the consumer’s premises by the installation of an approved air gap or backflow prevention assembly at the point of hazard, which is generally a plumbing fixture. “Local administrative authority” means the local official, board, department, or agency authorized to administer and enforce the provisions of the Uniform Plumbing Code as adopted under chapter 19.27 RCW. “Low health cross-connection hazard” means a cross-connection that could cause an impairment of the quality of potable water to a degree that dose not create a hazard to the public health, but does adversely and unreasonably affect the aesthetic qualities of such potable waters for domestic use. “Non-potable fluid” means any water, other liquid, gas, or other substance, which is not safe for human consumption, or is not a part of the public potable water supply as described by the health authority. “Non-potable piping system” means a piping system, which is made of non-potable material. Such materials are to be considered non-potable if they can affect either the aesthetics or degradation of the healthfulness of the water. Examples of such pipe are black iron and certain plastics. “Plumbing hazard” is a cross-connection in a consumer’s potable water system. “Potable water” means water, which is safe for human consumption, free from harmful or objectionable materials, as described by the health authority/department. “Premises isolation” means a method of protecting a public water system by installation of approved air gap or approved backflow prevention assemblies at or near the service connection or alternative location acceptable to the purveyor (at the point where the water V2024.1 Page 35 of 36 purveyor no longer has legal jurisdiction and/or authority to control the water system) to isolate the consumer’s water system from the purveyor’s distribution system. “Pressure vacuum breaker assembly” (PVBA) means an approved assembly consisting of a spring loaded check valve loaded to the closed position, an independently operating air inlet valve loaded to the open position and installed as a unit with and between two resilient seated shutoff valves and with suitable connections for testing. It is designed to protect against backsiphonage only. “Private hydrant” means any hydrant, which is not owned, operated or maintained by the local water purveyor or his agent. “Process water” means water that is directly connected to, or could come in contact with, an extreme high hazard situation, and must never be consumed by humans. “Public health hazard” means a condition, device or practice which is conducive to the introduction of waterborne disease organisms, or harmful chemical, physical, or radioactive substance into a potable water system and which presents an unreasonable risk to health. “Public water system” is defined and referenced under WAC 246-290-020. “Purchased source,” means water a purveyor purchases from a public water system not under the control of the purveyor for distribution to the purveyor’s consumers. “Purveyor” means an agency, subdivision of the state, municipal corporation, firm, company, mutual or cooperative association, institution, partnership, or person or other entity owning or operating a public water system. Purveyor also means the authorized agents of such entities. “Reasonable risk” means the amount of risk acceptable to a prudent and reasonable water purveyor using reasonable diligence. “Reclaimed water,” means wastewater that has been treated for non-potable water use within the same facility or premise. Examples of use would be irrigation and industrial use. “Reduced pressure backflow assembly” (RPBA) means an approved assembly consisting of two independently operating check valves, spring loaded to the closed position, separated by a spring loaded differential pressure relief valve loaded to the open position, and installed as a unit with and between two resilient seated shutoff valves and having four suitable test cocks for checking the water tightness of the check valves and the operation of the relief valve. “Reduced pressure detector assembly” (RPDA) means an approved assembly consisting of two approved reduced pressure backflow assemblies, set in parallel, equipped with a meter on the bypass line to detect small amounts of water leakage or use. This unit must V2024.1 Page 36 of 36 be purchased as a complete assembly. The assembly may be allowed on fire line water services in place of an approved reduced pressure backflow assembly upon approval by the local water purveyor. “Regional public water supplier” means a water system that provides drinking water to one, or more, other public water systems. “Resident” means an individual living in a dwelling unit served by a public water system. “Safe drinking water act” was legislation that was enacted by the United States Congress in 1974 to ensure that the public is provided with safe drinking water, thereby protecting the public welfare. “Safe drinking water” means water which has sufficiently low concentrations of microbiological, inorganic chemical, organic chemical, radiological or physical substance so that individuals drinking such water at normal levels of consumption will not be exposed to disease organisms or other substances which may produce harmful physiological effects. “Service connection” means a connection to a public water system designed to provide potable water to a single-family residence, or other residential or non-residential population. “Toxicity” means the degree to which a substance is toxic that is poisonous, in relating to affecting the potability of the water supply. “Unapproved auxiliary water supply” means a water supply (other than the purveyor’s water supply) on or available to the consumer’s premises that is either not approved for human consumption by the health agency having jurisdiction or is not otherwise acceptable to the purveyor. “Unreasonable risk to health” means a risk to health, which is not necessary or acceptable to the water purveyor and/or consumer; a term used to distinguish what type of backflow prevention should be required. “Uniform Plumbing Code” means the code adopted under RCW 19.27.031(4) and amended under chapter 51-46 WAC. This code establishes statewide minimum plumbing standards applicable within the property lines of the consumer’s premises. “USC FCCCHR” is the abbreviation for the University of Southern California Foundation for Cross Connection Control and Hydraulic Research. It is an agency, which test and approves backflow prevention assemblies by approved standards. “Used water,” means water which has left the control of the purveyor. In most cases, the potable water has moved past (downstream of) the water meter and/or the property line. 1 Application Form—CCC Program Backflow Incident Report Form 331-457-F • June 2024 Note: Use this form to comply with WAC 246-290-490(8)(g). Part 1: Public Water System (PWS) Information PWS ID PWS Name County Choose an item. Part 2: Backflow Incident Information A. Incident Identification Incident Date Date Incident Time Enter Time Incident ID (ODW Use Only) Internal ID# B. Information on Premises where Backflow Originated Name of Premises Click or tap here to enter text. Premises Physical Address Click or tap here to enter text. City Enter Text Zip Code Click or tap here to enter text. Premises Type Non-Residential ☐ Residential ☐ Premises category/description (Table 13 formerly Table 9 category,* if applicable) Click or tap here to enter text. Most Recent Hazard Evaluation Prior To Incident (mm/dd/yyyy) Click or tap here to enter text. None ☐ PWS’s Assessed Hazard Level Click or tap here to enter text. Premises Isolation Required by PWS? Yes ☐ No ☐ PWS Relies on In-Premises Protection? Yes ☐ No ☐ Type of Backflow Preventer Required by PWS Click or tap here to enter text. Other Hazard Evaluation Information Click or tap here to enter text. *See WAC 246-290-490(4)(b)(i). C. Backflow Discovery Method How was the backflow discovered? Check all that apply. Direct observation Meter running backwards Water use decrease Disinfectant residual monitoring Water quality monitoring ☐ ☐ ☐ ☐ ☐ Water quality complaint Illness/injury complaint Result of Investigation Other (Describe) ☐ ☐ ☐ Click or tap here to enter text. By whom was the incident reported to the PWS? PWS Personnel Premises Owner/Occupant Other PWS Customer Backflow Assembly Tester ☐ ☐ ☐ ☐ Other (Please Specify) Click or tap here to enter text. D. Contaminant Information Contaminant Type (Check all that apply.) Microbiological ☐ Chemical ☐ Physical ☐ Describe contaminant (for example, the organism name, chemical, etc.). Please attach lab analysis or MSDS, if available. Click or tap here to enter text. E. Extent and Effects of Contamination Estimated extent of contamination Contained within Premises Entered PWS Distribution System ☐ ☐ Estimated number of connections affected Residential Non-residential Click or tap here to enter text. Click or tap here to enter text. Estimated population affected or at risk Residential Non-residential Click or tap here to enter text. Click or tap here to enter text. Number of water quality complaints Click or tap here to enter text. Describe water quality complaints Click or tap here to enter text. Number of illnesses reported Click or tap here to enter text. Describe Illnesses/irritation (specifics, if known) Click or tap here to enter text. Number of physical injuries (i.e., burns) or irritations (e.g., rashes) cases reported Click or tap here to enter text. Part 3: Public Water System (PWS) Information A. Source of Contamination Source of contaminant or fixture type (Check all that apply.) Air conditioner/heat exchanger ☐ Industrial/commercial process water/fluid ☐ Auxiliary water supply ☐ Medical/dental fixture ☐ Beverage machine ☐ Reclaimed water system ☐ Boiler, hot water system ☐ Swimming pools, spa ☐ Chemical injector/aspirator ☐ Wastewater (sewage) system ☐ Fire protection system ☐ Other (specify) Click or tap here to enter text. Irrigation system (PWS supplied) ☐ B. Distribution System Pressure Conditions in the Vicinity of the Backflow Incident Backflow Type Backsiphonage ☐ Backpressure ☐ Typical distribution system pressure in vicinity of incident (if range, enter lower end of range) Click or tap here to enter text. psi Main/pressure status at time of incident (Check all that apply.) Normal ☐ Source/plant outage ☐ Main break ☐ Scheduled water shutoff by PWS ☐ Firefighting ☐ Unscheduled/emergency shutoff ☐ Other high usage ☐ Unknown ☐ Power outage ☐ Other (specify) Click or tap here to enter text. Describe causes and circumstances leading to backflow incident. Click or tap here to enter text. C. Backflow Preventer Information/Installation/Approval Status at Site of Backflow Complete the tables in C and D for the premises isolation preventer for either of the following situations:  If a premises isolation backflow preventer is installed and the contaminant entered the PWS distribution system.  If the premises isolation assembly is the only backflow preventer at the site. In all other cases, complete tables in C and D for the in-premises backflow preventer installed at the fixture. If more than one backflow preventer was involved in the backflow incident, copy tables C and D and complete them for the additional preventer(s If no backflow preventer was installed at the time the incident occurred, check this box ☐ and go directly to Part 4. Don’t fill out the tables below (C and D). Backflow Preventer Information Type Installed Click or tap here to enter text. Installed For Click or tap here to enter text. Make Click or tap here to enter text. Model Click or tap here to enter text. Size Click or tap here to enter text. Serial Number Click or tap here to enter text. Date Installed Click or tap to enter a date. 3 Installation Status. Check all that Apply. Properly installed/plumbed ☐ Improperly installed/plumbed ☐ Improperly protected bypass present ☐ If so, explain Click or tap here to enter text. Commensurate with assessed degree of hazard? Yes ☐ No ☐ If not, explain. Click or tap here to enter text. DOH/USC-approved at time of backflow incident? Yes ☐ No ☐ If not, approved when installed? Yes ☐ No ☐ D. Backflow Preventer Inspection/Testing Information at Site of Backflow Most recent inspection/test information prior to backflow incident. Attach test report(s), if available. Not test report on record. ☐ Date tested/inspected. Click or tap to enter a date. Passed test/inspection without repairs. ☐ Failed initial test/inspection, passed after repair. ☐ Failed test/inspection, no repairs made. ☐ Inspection/test information after backflow incident [per WAC 246-290-490(7)(b)]. Attach test report. Not tested/inspected. ☐ Date tested/inspected. Click or tap to enter a date. Passed test/inspection without repairs. ☐ Failed initial test/inspection, passed after repair. ☐ Failed test/inspection, no repairs made. ☐ Backflow Preventer failure information, if applicable. Check all that apply. Fouled check ☐ Debris ☐ Weather-related damage ☐ Damaged seat ☐ Other Click or tap here to enter text. If preventer failed inspection/test, did failure allow backflow? Yes ☐ No ☐ If yes, explain. Click or tap here to enter text. Part 4: Corrective Action/Notification Action taken by PWS to restore water quality. Check all that apply. None ☐ Flushed/cleaned mains ☐ Flushed/cleaned plumbing ☐ Disinfected mains ☐ Disinfected plumbing ☐ Other treatment (describe) Click or tap here to enter text. Replaced mains ☐ Replaced plumbing ☐ Other Click or tap here to enter text. Action ordered by PWS to correct cross-connection. Check all that apply. None ☐ Eliminate cross-connection ☐ Remove by-pass ☐ Install new preventer For premises isolation For fixture protection ☐ ☐ ☐ Change existing preventer Repair/replumb …..…… Reinstall correctly …...... Replace with same type Upgrade type ☐ ☐ ☐ ☐ ☐ Other Click or tap here to enter text. Action ordered accomplished? Yes ☐ Date Click or tap to enter a date. No ☐ Explain Click or tap here to enter text. Agency notifications per WAC 246-290-490(8)(f). Check all that apply. DOH ☐ Local Health Agency ☐ Local Administrative Authority ☐ Issued by end of next business day Click or tap here to enter text. Notifications of consumers in area of incident (check all that apply) Population at risk ☐ Public Notification (PN per DOH regs) ☐ Boil Water Advisory ☐ Other (describe) Click or tap here to enter text. Other enforcement/corrective actions (describe). Click or tap here to enter text. Part 5: Cost of Backflow Incident (Optional) Item PWS Personnel Hours Expended Cost to PWS ($) Cost to Premises Owner ($) Investigation Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text. Restoration of Water Quality Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text. Correction of Cross-Connection Situation Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text. Litigation and/or Settlement Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text. Other Not Included in Above Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text. Part 6: Further Information/Documentation Additional information about this incident such as pictures, sketches, newspaper/journal articles, water quality analyses, epidemiological reports, etc. is helpful. Provide information in electronic or hard copy form. Click or tap here to enter text. Click or tap here to enter text. Click or tap here to enter text. 5 Part 7: Form Completion Information Note: Form should be completed by a person currently certified as a Cross-Connection Control Specialist. I certify that the information provided in this Backflow Incident Report is complete and accurate to the best of my knowledge. CCC Program Manager Name Click or tap here to enter text. Title Click or tap here to enter text. CCS Certification Number Click or tap here to enter text. Signature Date Click or tap to enter a date. Phone Click or tap here to enter text. Email Click or tap here to enter text. I have reviewed this report and certify that the information is complete and accurate to the best of my knowledge. PWS Manager/Representative Name Click or tap here to enter text. Title Click or tap here to enter text. Operator Certification Number Click or tap here to enter text. Signature Date Click or tap to enter a date. Please send completed backflow incident form to: Mail Washington State Department of Health Office of Drinking Water—CCC Program Manager P O Box 47822 Olympia, WA 98504-7822 Email cccprogram@doh.wa.gov Please send any form questions, comments, or suggestions to the address above or email cccprogram@doh.wa.gov. To request this document in another format, call 1-800-525-0127. Deaf or hard of hearing customers, please call 711 (Washington Relay) or email doh.information@doh.wa.gov. If in need of translation services, call 1-800-525-0127. APPENDIX R 1 AUBURN WATER UTILITY WATER SHORTAGE CONTINGENCY PLAN (WSCP) SUPPLEMENT TO THE AUBURN COMPREHENSIVE WATER PLAN May 2024 2 TABLE OF CONTENTS Introduction 3 Causes of Water Shortage 3 Objective 3 Phased Curtailment Plan 4 Stage I. Anticipated Water Shortage 5 Stage II. Serious Water Shortage 6 Stage III. Critical Water Shortage 9 Stage IV. Emergency Water Shortage 12 Stage V. Regional Disaster 14 Attachments A. Contact List B. Enforcement Procedural Check List 3 AUBURN WATER UTILITY WATER SHORTAGE CONTINGENCY PLAN Introduction This Water Shortage Contingency Plan (WSCP) describes the actions and procedures for implementing Auburn City Code (ACC) 13.14 during impending or actual water shortages or emergencies caused by drought conditions, city water utility damage or destruction, or any other cause threatening to disrupt or diminish the city’s water supply below its ability to meet normal water demands. Causes of Water Shortage Water supply in Auburn is sourced from a series of wells and springs, rendering the city less susceptible to short-term droughts compared to other regions however, unforeseen circumstances may still arise that could lead to water scarcity and challenge the city's ability to meet demand. These challenges include: • Drought conditions resulting from below-average fall/winter precipitation, which may gradually impact local aquifers; and • Extended periods of unusually warm and dry weather during the summer months could exacerbate water supply issues, particularly if the peak demand period is prolonged beyond the norm; and • Unexpected events such as infrastructure failures, natural disasters, vandalism, or contamination incidents could create water supply issues. Objective The WSCP objective is to guide the City of Auburn Public Works Department in implementing water use restrictions and/or conservation measures necessary in response to a current or threatened water supply disruption or diminution. This plan addresses both progressive situations, such as those that are weather-related, and more drastic and immediate situations such as facility emergencies (e.g., a pipeline break) to maintain levels of service essential for public health and safety, minimize adverse impacts on economic activity, and protect our customer’s lifestyle. 4 Phased Curtailment Plan This WSCP provides five stages of response to water shortages. The first three stages of the WSCP are intended for response to seasonal or long-term supply shortages. The fourth stage will be used in response to a sudden loss of distribution capability, such as a pipeline break or well failure. The fifth stage is to be implemented in response to regional emergencies. The five stages include a variety of communications, internal operations, and supply and demand management strategies as appropriate, and are characterized as follows: • Stage I. Anticipated Water Shortage. Voluntary Curtailment – If a shortage appears imminent, the Public Works Department will enact Stage 1 of the Phased Curtailment Plan and conduct outreach and messaging regarding the benefits and necessity of water curtailment. • Stage II. Serious Water Shortage. Restricting Certain Activities – If the voluntary curtailment messaging of Stage 1 does not result in the reduction needed, the Public Works Department will enact Stage II, following the Mayor issuing a proclamation of water shortage per Auburn City Code 13.14.020, and conduct outreach and messaging restricting certain activities for both residential and commercial customers. • Stage III. Critical Water Shortage. Mandatory Restrictions – If the required curtailment of certain activities of Stage II does not result in the reduction needed, the Public Works Department will enact Stage III and conduct outreach and messaging prohibiting certain activities for both residential and commercial customers. This stage would be accompanied by an enforcement plan, which could include fines for repeated violation. • Stage IV. Emergency Water Shortage. – In the event that immediate curtailment is required to maintain supply for human consumption, medical uses, sanitation, and fire protection, the Public Works Department will enact Stage IV, and conduct outreach and messaging prohibiting all non-essential uses. This stage would be accompanied by an enforcement plan, which includes fines for violations. • Stage V. Regional Disaster. Water rationing – In the event of a regional disaster or water shortage, the Public Works Department will enact Stage V, would require rationing water by Auburn’s customers. 5 Stage I. Anticipated Water Shortage. Voluntary Curtailment. Objectives • To prepare the City, relevant agencies, and water users for potential water shortage, thereby allowing all parties adequate planning and coordination time. • To undertake supply management actions that forestall or minimize the need later for more stringent demand or supply management actions. Triggers Declining source levels and/or increased demand impacting source capacity, and no indication of trend reversal in the immediate future. Stage I Actions Coordinate monitoring and tracking of supply and demand conditions. Monitoring and tracking activities will be increased during this phase beyond normal intervals that would otherwise occur during typical work activities. Public Messaging The following is a typical public message response used during Stage I activities: “The potential exists for lower-than-normal water supply if the water use trends the City is observing continue. At this time, the City is asking all customers to consider reducing your water use, where feasible. As water supply conditions are better understood, additional information and any potential request for action will be provided. Suggested activities for reducing water use are included below. If we all work together we can reduce the potential for the City needing to enact more significant enforcement steps to assure we have the available water supply for all our customers.” Suggested Water Use Reduction Activities The following are some possible approaches to water reductions: • Do not water outdoor plants and landscaping between 11:00 AM and 7:00 PM. • Install Drip lines for watering plants and trees. • During the Spring, water no more than 3 days per week, if needed. • During the Summer, water no more than 6 days per week. • Do not water on Sunday. • Turn off irrigation on rainy days. • Install water smart landscaping. • Install Water Smart toilets, shower heads, and faucets. Bill inserts, social media posts as well as website updates, indicating declining source levels and/or increased demand impacting sources, will be considered during Stage 1 messaging. 6 Stage II. Serious Water Shortage. Restricting Certain Activities. Objectives • To maintain or reduce demand to meet target consumption levels by customers through voluntary actions. • To prevent or minimize the need for later prohibiting activities. • To minimize the disruption to customers’ lives and businesses while meeting target consumption goals. • To maintain the highest water quality standards throughout the shortage. Triggers Public Works Director determines: 1. Decreasing static or pumping levels at city sources. 2. Source water levels are significantly below historical “normals” for the current time of year, and historic use patterns indicate that expected demands may not be met if this trend continues or worsens. Stage II Actions Staff will frequently monitor demand and supply and re-evaluate the situation based on current and projected water supply conditions, taking into considerations the time of year, and determine the appropriate actions and strategies. Staff will determine target consumption goals to be achieved, which may be revised as necessary. Public Messaging The Mayor issues a proclamation of water shortage per Auburn City Code 13.14.020. The following is a typical public message response used during Stage II activities: Due to … we are experiencing lower-than-normal water supply, creating a citywide water shortage. We are relying on the support and cooperation of all water users to stretch the available water supply to ensure that everyone has water to meet their required and basic needs. At this time, your demand needs to be reduced by ___%. To meet that reduction, the City is limiting certain activities, which is included in the list below. If everyone cooperates, we may avoid imposing more stringent restrictions. Required Water Use Reduction Activities The following are required actions to reduce water use: • Do not water outdoor plants and landscaping between 11:00 AM and 7:00 PM. • During the Spring, water no more than 2 days per week, if needed. • During the Summer, water no more than 6 days per week. • Do not water on Sunday. • Turn off irrigation on rainy days. 7 Social media posts as well as website updates and notices with monthly billings will be used during Stage 2 messaging. More detailed information on messaging identified in Communications Actions section below. Communication Actions • Staff communicates the nature and scope of measures and strategy to the Mayor/Council and wholesale customers. • Evaluate whether targeted consumption levels and supply conditions warrant a rate surcharge to reinforce voluntary actions and/or to recover revenue losses. • Prepare appropriate legislation regarding emergency surcharges, if required. • Initiate major public information, media and advertising campaign: o Promote consumption goals for typical households, and a percentage reduction goal for commercial customers. o Develop and implement a marketing plan, potentially including paid advertising, to 1) keep customers informed about supply and demand conditions, 2) reinforce desired customer actions; recommend customer actions to reduce demand, and 3) depending on conditions, remind customers that if goals are not achieved, restrictions may be necessary. o Identify what potential next steps will be used to reduce demand including timing, what type of restrictions and/or surcharges will be imposed. o Include water quality information in public information so that if flushing is necessary, the public understands that it is essential for water quality maintenance. • Publicize water supply conditions on the City web page, update regularly. Ensure the information provided covers the needs of all key interests: the public, news media and purveyors. • Contact largest customers (including wholesale customers) (refer to Attachment A) to request percentage reduction and conservation messaging be the same as the City. Contact other public agencies to inform them of conditions and request their cooperation. • Provide direct messaging to City employees on requirements and restrictions for City water usage at City Facilities. • Contact nurseries and landscape contractors to inform them of conditions and request their cooperation. • Establish regular communication mechanism to keep City employees, especially utility account representatives, up to date on goals, conditions, and actions. • Initiate remaining planning and preparation for Stage III. 8 Auburn Internal Operating Actions • Continue appropriate actions from Stage I. • Intensify data collection actions and monitoring of weather forecasts. • Intensify supply side management techniques to optimize existing sources. • Assess current water main flushing and reservoir cleaning activities to determine whether they should be accelerated for completion prior to the peak season or postponed to conserve supply. • Assess water quality in reservoirs and distribution system to target for correction areas that may be predicted to experience severe degradation with reduced consumption. • Increase water quality monitoring actions. • Communicate flushing and reservoir cleaning policy to wholesale customers. • Review current wholesale customer agreements regarding curtailment actions. • Implement staffing reassignments as needed, and plan staging changes, which may be needed for the Stage III, including staff to enforce mandatory restrictions. Supply and Demand Management Actions • Restrict hydrant meter assembly permits to essential purposes. • Activate any existing interties unless they are also under curtailment of use to increase supply availability. • Request that Fire Department limit training exercises that use water. • Request that City departments eliminate washing fleet vehicles unless recycling car washes are used. • Request that City of Auburn spray parks reduce or eliminate hours of operation. • Request that hosing sidewalks, driveways, parking lots, etc. be limited to situations that require it for public health and safety. • Have Auburn field personnel “tag” observed obvious water waste such as hoses without shutoff nozzles, irrigation overspray, etc. with notice that informs customer about the supply conditions and need to reduce consumption. • Evaluate ability to accelerate or enhance or expand long-term curtailment programs; implement as appropriate. • Request that wholesale customers who have alternative sources use them. 9 Stage III. Critical Water Shortage. Mandatory Restrictions. Objectives • To achieve targeted consumption reduction goals by restricting defined water uses. • To ensure that adequate water supply will be available during the duration of the situation to protect public health and safety. • To minimize the disruption to customers’ lives and businesses while meeting target consumption goals. • To maintain the highest water quality standards throughout the shortage. • To promote equity among customers by establishing clear restrictions that affect all customers. Triggers The Public Works Director determines that progression to this stage is required due to the goals established in Stage II have not been met and additional action is needed. Stage III Actions If not already implemented, activate interties and any other alternative sources of supply that are also not curtailed. Public Message The following is a typical public message response used during stage III activities: “Due to … we are experiencing a serious water shortage. The previous water use reduction messaging did not provide the results to achieve the water savings necessary, it is now necessary to impose mandatory restrictions to reduce the demand on our water supply. We are continuing to rely on the support and cooperation of the public to comply with these restrictions but need the certainty and predictability of restricting certain water uses in order to ensure that throughout the duration of this shortage an adequate supply of water is maintained for public health and safety. Mandatory Activities The following actions are mandatory activities required actions to reduce water use: • Do not water outdoor plants and landscaping between 11:00 AM and 7:00 PM. • During the Spring, water no more than 2 days per week, if needed. • During the Summer, water no more than 6 days per week. • Do not water on Sunday. • Irrigation must be turned off on rainy days. • Do not leave hoses untended hoses without shut-off nozzles, including obvious leaks and water running to waste such as gutter flooding and sprinklers/irrigation whose spray pattern unnecessarily and significantly hits impervious areas. • Do not water landscape strips with grass only. • Car washing must be conducted at commercial car wash facilities that recycle water. • Filling or refilling of pools is prohibited. 10 • Filling or refilling of ponds or ornamental lakes is prohibited, unless they provide for aquatic life. Communication Actions • The Public Works Director recommends moving to Stage III and other appropriate actions. • Mayor and Council briefing. • The Council adopts legislation on emergency surcharges, if needed. • The public is informed about the nature and scope of the mandatory restrictions through a press conference, code red, social media, paid advertising and other means, including direct mail. The enforcement mechanisms, rate surcharges, target consumption goals, projections for how long restrictions will be in place and the reasons for imposing restrictions will also be identified, as will the possible consequences if goals are not met. • Any exemptions from restrictions will be clearly identified. • In communicating mandatory restrictions to the public, a clear distinction will be made between lawn/turf watering and watering gardens and ornamental plantings. The type and amount of watering allowed will be clearly defined. • A “Customer Hotline” will be set up to report violations of restrictions. • Customers with private wells that are conducting activities prohibited by the city during this stage, will be urged to install signs to let the public know that private well water is being used. • Communication actions from Stages I and II will be continued and expanded upon as needed. Auburn Internal Operating Actions • Continue appropriate actions from Stages I and II. • Evaluate options for using seasonal sources of supply. • Finalize and implement procedures for exemptions from restrictions and/or emergency surcharges. • Finalize and implement enforcement procedures for restrictions including highly visible “Water Watchers.” (See Attachment B) • Increase water quality monitoring actions at storage reservoirs. Supply and Demand Management Actions The Public Works Director will consider current supply and demand conditions before recommending mandatory restrictions. The specific restrictions imposed during Stage III would be determined based on the season of the year, targeted demand levels, and other considerations previously mentioned. Variations of the specific restrictions may be applied based on water supply conditions. 11 Other Restrictions • Prohibit use of any ornamental fountain using drinking water for operation or make-up (turn off City Hall Fountain). • Close City of Auburn spray park(s). • Rescind hydrant permits. • Prohibit washing of sidewalks, streets, decks or driveways except as necessary for public health and safety. • Limit washing of buildings to situations that require it as part of scheduled building rehabilitation project (e.g., painting or staining). Exemptions from Water Use Restrictions Lawn watering ban exemption- The City may exempt newly installed lawns from a watering ban. Those wishing to request this exemption would need to contact the Public Works Director in writing and request a variance. The Public Works Director would consider the size of lawn and type of watering system to determine is an exemption is granted and if so to quantify the amount of water to be used under the exemption. Public Works staff will spot check for compliance. The procedures relating to the exemption and the requirements of the exemption would be clearly outlined at the time of the ban. The following procedures are subject to change: • Each person requesting a variance would be mailed a packet stating the requirements. • Once the requirements are met, an authorization packet would be mailed to the customer including a sign to be posted indicating that utility requirements are being complied with. • New lawns must be properly installed, meaning that two inches of organic soil amendment, such as composted yard waste, is cultivated into the top six inches of existing soil, at a minimum. • New lawns must be watered according to guidelines to be provided in the packet mentioned above. • For purposes of this exemption, “new lawn” refers to a lawn newly installed during the current year only. Over seeded or otherwise renovated lawns would not be exempt. • If the shortage continues to worsen, this exemption would be revoked. It would also be revoked on a case-by-case basis if the rules stated above are not followed, or in the case of a water system emergency. Monitoring and enforcement are at the discretion of the utility. The existence of an exemption to a watering ban would be announced early in the response process, for example, when the Stage II is invoked. Other Exemptions – For purposes of dust control, water may be applied to construction areas or other areas needing to comply with air quality requirements. Ball fields and playfields may be watered at the minimum rate necessary for dust control and safety purposes. The city will exempt customers with special medical needs such as home dialysis from any emergency surcharge provided individual customers notify the utility of such a need. 12 Stage IV. Emergency Water Shortage. Objectives • To maximize consumption reduction by restricting defined water uses. • To ensure that adequate water supply will be available during the duration of the emergency to protect public health and safety. • To minimize the disruption to customer’s lives and businesses while meeting target consumption goals. • To maintain the highest water quality standards throughout the shortage. • To promote equity among customers by establishing clear restrictions that affect all customers. Triggers The Public Works Director enacts implementation of this stage in the event of a sudden disruption within the City’s water system, or to a source of supply, which prevents the City from providing the usual level of service to our customers. Stage IV Actions If not already implemented, activate interties and any other alternative sources of supply that are available. Public Message The following is a typical public message response used during stage IV activities: “Due to failure (break) in the water supply system (or source), it is necessary to impose mandatory restrictions to reduce water use. We are requesting the support and cooperation of our customers (within this defined geographic area) to immediately reduce their use of water to ensure that, throughout the duration of this emergency, an adequate supply of water is maintained for public health and safety.” Communication Actions • The Public Works Director enacts Stage IV and other appropriate actions. • Mayor and Council Briefing, when practical. • The public is informed about the nature and scope of the emergency and mandatory restrictions through a press conference, door hangers, code red, social media, paid advertising and other means, including direct mail. • Any exemptions from restrictions will be clearly identified. Auburn Internal Operating Actions • Assess options for supplying emergency water to affected customers. And if appropriate develop implementation plan and execute. • Monitor water quality as required. 13 Supply and Demand Management Actions The City will consider current supply and demand conditions before recommending restrictions. The specific restrictions imposed during Stage IV would be determined based on water supply conditions and the expected duration of the emergency. Other Restrictions • Prohibit hydrant permit withdrawals from within the affected water service area. • Consider appropriate water use restrictions from Stage III depending on the type of shortage the City is experiencing. Exemptions from Water Use Restrictions The Public Works Director will exempt customers with special medical needs, such as home dialysis from any emergency surcharge, provided individual customers notify the utility of such a need. 14 Stage V. Regional Disaster Introduction Although many of the demand reduction measures employed would be like those used during a progressive, weather-related shortage, short term emergencies are unique because of a lack of preparation time and the urgency of immediate, large-scale demand reductions. Each emergency scenario is different, but most of them require major curtailment actions by customers. Unlike drought, some emergencies would be localized, requiring demand reduction for only a limited geographic area. There are several criteria by which to decide which demand management measures are appropriate to initially reduce demand during an emergency: • Timing: can the measure(s) or action(s) deliver the necessary water savings in the necessary timeframe, i.e., are immediate savings needed or can the system support a gradual reduction in demand. • Magnitude of savings: will the measure produce enough savings to make a meaningful difference i.e., reduce demand to the level the impaired water system can handle. • Season: does the action make any impact at the time of year that the emergency occurs, i.e., banning lawn watering will have little impact in November. • Costs: How severe are the cost implications of the measure to the customer, including local business and industry. Supply and Demand Management During Emergencies No single strategy can be created which will meet the needs of the department for all emergency scenarios. The criteria listed above create a framework for decision making. Emergencies initially require quick and immediate response. Once an assessment is made as to how long it will take to restore the system, the immediate response strategy may change if it appears that the repair process will be lengthy. The strategy for most emergencies can be narrowed to measures having the most immediate impact on water supply and consumption. All needed and available back up supplies would be activated during an emergency: interties, well- fields, off-loading wholesale customers who have other sources, etc. 15 Attachment A Auburn Water Shortage Contingency Plan CONTACT LIST A working list of contacts for easy reference in case of a drought or emergency should be developed and regularly updated by the Water Utility Engineer in consultation with others in the Department. In addition to the communication elements contained in the WSCP, the following will be contacted directly in the event of a drought or emergency to inform them and ask for their support and cooperation in reducing demand. Customers List of large irrigators, including those using alternate sources. List of large commercial and industrial customers. City of Auburn Contacts Department Directors Other public agencies with high visibility water use Business Groups 16 Attachment B Auburn Water Shortage Contingency Plan Enforcement Procedural Check List MANDATORY RESTRICTIONS ✓ Determine number of warnings before surcharges applied ✓ Self-duplicating “Notice of Violation” forms printed; one to record violation with billing ✓ Staff with customer service and communication experience or training assigned to “Water Watch” ✓ Establish procedure for “Water Watchers” to record warnings and penalties on customer accounts ✓ Establish “hotline” for customers to report violations ✓ Vehicles for “Water Watch” made available; vehicles that are signed as “Water Watchers” will increase visibility and effectiveness of enforcement ✓ High priority routes established, e.g. areas with large lawns ✓ All field and customer service staff provided “fact sheets”, Question and Answer sheets; briefed on restrictions, enforcement procedures; field staff trained on tagging obvious violations APPENDIX S CONCEPTUAL MITIGATION PLAN Water Right Application No. G1-28404 Prepared for: The City of Auburn Project No. 210355-A-02  October 14, 2021 e a r t h w a t e r+ppeecctt C O N S U L T I N G earth +w ater Aspect Consulting, LLC 710 2nd Avenue Suite 550 Seattle, WA 98104 206.328.7443 www.aspectconsulting.com CONCEPTUAL MITIGATION PLAN Water Right Application No. G1-28404 Prepared for: The City of Auburn Project No. 210355-A-02  October 14, 2021 Aspect Consulting, LLC Jay Pietraszek, LHG Associate Hydrogeologist jpietraszek@aspectconsulting.com Jill Van Hulle Sr. Associate Water Rights Specialist jvanhulle@aspectconsulting.com V:\210355 City of Auburn WR Assistance\Deliverables\Auburn CMP G1-28404.docx 10/14/2021 ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 i i Contents Executive Summary ...................................................................................... ES-1 1 Introduction ................................................................................................. 1 2 Project Background .................................................................................... 2 2.1 Summary of City’s Water System ............................................................... 2 2.2 Proposed Points of Withdrawal and Place of Use ....................................... 3 2.3 Current Water Use ...................................................................................... 4 2.4 Future Demand........................................................................................... 5 2.5 Projected Water Use Under G1-28404 ....................................................... 5 3 Site Description ........................................................................................... 6 3.1 Project Setting ............................................................................................ 6 3.2 Regional Geology ....................................................................................... 7 3.3 Hydrogeologic Setting ................................................................................ 8 3.3.1 Groundwater Recharge and Discharge ................................................. 9 3.3.2 Groundwater Elevations and Flow Directions ........................................ 9 3.3.3 Hydraulic Connection between the Lower Alluvial Aquifer and Surface Water .................................................................................................. 10 3.4 Project Well Details .................................................................................. 11 4 Regulatory Setting .................................................................................... 13 4.1 Instream Flow Regulations ....................................................................... 13 4.1.1 Overview of WAC Chapter 173-509 .................................................... 13 4.1.2 Summary of Instream Flow Statistics .................................................. 13 4.2 Existing Water Rights in Project Vicinity ................................................... 15 4.3 Competing Applications in Project Vicinity ................................................ 16 4.4 Preliminary Mitigation Sources ................................................................. 16 4.4.1 Potential Sources for Green River Mitigation ...................................... 16 4.4.2 Potential Sources for White River Mitigation ....................................... 17 4.4.3 Potential Sources for Mill Creek Mitigation .......................................... 18 4.4.4 Additional Mitigation Options .............................................................. 18 4.5 Preliminary Mitigation Estimates ............................................................... 19 5 Project Next Steps ..................................................................................... 20 References ........................................................................................................ 21 Limitations ......................................................................................................... 22 ASPECT CONSULTING ES-ii PROJECT NO. 210355-A-02  OCTOBER 14, 2021 List of Tables 1 Summary of Auburn’s Existing Water Rights ........................................ 3 2 Project Well Completion Details ............................................................ 11 3 Average Percent of Days Below Minimum Instream Flows (1981- 2020) ........................................................................................................ 14 4 Consecutive Days without Interruptions during Winter Months (January through April) ......................................................................... 15 List of Figures 1 Site Map (Wells and Service Area) 2 Geologic Map and Generalized Cross-Section A-A’ 3 Surficial Geology 4 Geologic Cross-sections (from PGG, 1999) 5 Surficial Hydrogeologic Units 6 Hydrogeologic Cross-sections (from USGS, 2015) 7 Groundwater Contour Map 8 Comparison of Streamflows at the Green River near Auburn to WAC 173-509 ISFs 9 Water Rights Within 1 Mile of Project Wells List of Appendices A Well Logs ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 ES-1 1 Executive Summary The key points of the City of Auburn’s Conceptual Mitigation Plan (CMP) for Water Right Application G1-28404 are provided below. Please refer to the main report for additional details.  The Washington State Department of Ecology (Ecology) issued a Preliminary Permit in May 2021 to the City of Auburn (City) for Application G1-28404 (filed in January 2006), that requires the City to evaluate and identify options for mitigation due to the potential for impairment of surface waters that are subject to instream flow regulations.  Application G1-28404 requests 13,443 acre-feet per year (afy) and 12,500 gallons per minute (Qi) from two existing supply wells (Well 6 and 7) and one potential new well (Well 8). Wells 6 and 7 are authorized as additional points of withdrawal under four of the City’s existing water rights. The location of future Well 8 has not been determined but it is assumed Well 8 will be located near Wells 6 and 7, potentially in the Fulmer Wellfield area, with similar completion details.  Wells 6 and 7 are completed in the lower alluvial aquifer in the Auburn Valley (also known as the Qvrd or Production Aquifer), which is known to be a highly productive aquifer capable of well yields in excess of 5,000 gallons per minute (gpm). A low permeability confining layer may provide some degree of hydraulic separation from shallow groundwater and surface water but, in general, the withdrawals from Wells 6 and 7 appear to be hydraulically connected to the Green River, and potentially the White River and Mill Creek.  Washington Administrative Code (WAC) Chapter 173-509 established minimum instream flows in the Green River and closed tributaries to the Green River to further appropriations. The White River is closed to new appropriations under WAC Chapter 173-510. Water use under G1-28404 will likely require mitigation to offset potential impacts to the Green River when instream flows are not met. Potential impacts to the White River may also require mitigation.  The City has various potential strategies for mitigation and water use under G1-28404 that include timing the withdrawals to occur during periods when instream flows are met. Mitigation would be used to offset lag time effects on the Green River after pumping stops (and to fully mitigate potential impacts to the White River and tributaries). Mitigation sources include: ▪ Using existing City wells (and associated water rights) located in the White River drainage to augment flows in the Green River (and potentially tributaries including Mill Creek), or mitigation water from the 2010 Lake Tapps Area Water Resources Agreement with Cascade Water Alliance (CWA). ASPECT CONSULTING ES-2 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 ▪ Offsetting streamflow impacts by changing the operation of certain wells to reduce impacts. ▪ Purchasing water from Tacoma Public Utilities from Howard Hansen Reservoir to maintain streamflows in the Green River. ▪ Purchasing water from CWA to maintain streamflows in the White River (for potential White River mitigation). ▪ Using the City’s existing water rights from West Hill Springs (for potential Mill Creek mitigation).1 ▪ Using infiltration basins, fed by either City water sources or reclaimed water, to provide delayed discharge to surface water.  The potential impacts to streamflows and potential mitigation requirements under the projected use of G1-28404 will be evaluated in the Phase 2 (Testing and Analysis) portion of the Preliminary Permit. 1 We note that under RCW 90.03.550(1), a water right for municipal water supply purposes may be utilized to benefit fish and wildlife, water quality, or other instream resources or related habitat values – i.e., for mitigation purposes – without changing the purpose of use. The City would request technical assistance from Ecology’s Northwest Regional Office regarding an appropriate mechanism for documenting such mitigation. ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 1 1 1 Introduction The City of Auburn (City) filed water right permit application G1-28404 in January 2006. The application requested 13,443 acre-feet per year (Qa; afy) and 12,500 gallons per minute (Qi; gpm) from two existing supply wells (Wells 6 and 7) and one future well to be developed (Well 8) in the Auburn/Duwamish Valley. In May 2021, the Washington State Department of Ecology (Ecology) issued a Preliminary Permit for Application G1-28404 that required the development of a mitigation and compliance plan before the water right could be authorized. This memorandum is intended to fulfill the reporting requirements for the Conceptual Mitigation Plan (CMP), Phase 1 of the work required under the Preliminary Permit. Aspect Consulting, LLC (Aspect) developed this CMP to describe the features and processes relevant to the project, determine if the proposed use will impact Instream Flows (ISFs) or senior water users in the basin, and identify conceptual mitigation sources to offset potential impacts. Wells 6 and 7 are located in the Green-Duwamish Basin, which is part of Water Resources Inventory Area (WRIA) 9. Surface water in the Green-Duwamish Basin is subject to ISF regulations (WAC 173-509-030). Mitigation is required for new groundwater appropriations if the proposed use could impair streamflows in the Green River. Mitigation may also be required to offset impacts to the White River and one or more tributaries to the Green River. This evaluation assesses the potential impact to the surface water sources and the need for mitigation, identifies potential mitigation sources, and provides estimates of potential mitigation quantities. This report is organized as follows:  The Project background and an overview of the City’s water system and water demand is described in Section 2.  The Project setting and geologic and hydrogeologic conditions at the proposed points of withdrawal are presented in Section 3.  The regulatory setting, including applicable ISF regulations and senior water rights, are presented in Section 4.  The Conceptual Mitigation Plan that includes estimates of mitigation quantities and potential mitigation sources is presented in Section 5.  Project next steps are summarized in Section 6. ASPECT CONSULTING 2 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 2 Project Background This section summarizes the City’s existing water supply infrastructure and water rights portfolio, the Retail Water Service Area (RWSA), and the current and projected water use in the RWSA. 2.1 Summary of City’s Water System The City uses a combination of production wells and springs for its municipal water supply. The City’s existing water right portfolio includes claims, permits and certificates that total an annual maximum quantity (Qa) of approximately 21,000 acre-feet per year (afy) and a maximum instantaneous quantity (Qi) of approximately 19,000 gallons per minute (gpm; Table 1). The City also has the opportunity to purchase water from Tacoma’s wholesale water supply. The City’s current and recent water usage from the various sources is presented in Section 2.3. In 1995 Ecology issued a Change Authorization, which authorized two additional points of withdrawal to four of the City’s primary water rights, in order to provide redundancy to the City’s water system in the event of well or equipment failure (see Table 1). This authorization allowed for the construction of Wells 6 and 7. In 2009 Ecology issued a Superseding Certificate for G1-00277C to include Wells 6 and 7, and authorize an additional non-additive quantity of 2,480 afy to this water right. Ecology noted that Wells 6 and 7 are completed in the same body of groundwater as Wells 1 through 4, even though the various wells are located in different drainages. Wells 1, 3, and 4 are located in the White River Drainage. Wells 2, 6 and 7 are located in the Green River drainage. The Green River is part of WRIA 9 and the White River is part of WRIA 10 (White River/Puyallup River). As detailed in Section 3.3, a portion of the alluvial groundwater in the White River drainage discharges into the Green River. ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 3 3 Table 1. Summary of Auburn’s Existing Water Rights Water Right Number Sources Annual Quantity, Additive (Acre-Feet) Instantaneous Maximum Quantity (gpm) Non-Additive Quantity (Acre-Feet) WRIA/Drainage Basin Location 857 Coal Creek Springs 9,410 6,730 10 (White River) S1-049354CL West Hill Springs 1,010 625 9 (Green River) 3560-A Well 1, 6, & 7 1,120 2,200 Well 1: 10 (White River) Wells 6/7: 9 (Green River) G1-00277C1 Well 2, 6, & 7 1,360 2,400 2,480 9 (Green River) G1-23629C Well 3A & 3B, 6, & 7 3,600 2,800 Well 3: 10 (White River) Wells 6/7: 9 (Green River) G1-20391C Well 4, 6, & 7 3,600 2,800 Well 4: 10 (White River) Wells 6/7: 9 (Green River) G1-23633C Well 5, 5A, 5B, and 5C 720 1,000 10 (White River) G1-25518C Well 5A 0 167 187 10 (White River) G1-22769C Algona Well 1 175 500 10 (White River) G1-25173C Braunwood Well 6.5 20 10 (White River) Total 21,002 19,242 Notes: 1. An additional 2,480 afy is available under this authorization for non-additive withdrawals, which allows the City to pump water from other rights. 2.2 Proposed Points of Withdrawal and Place of Use Application G1-28404 lists three proposed points of withdrawal that includes two existing City production wells (Wells 6 and 7) and a future well (Well 8). Wells 6 and 7 are located northeast of downtown Auburn, in the Green River valley in WRIA 9 (Figure 1). Well 6 is situated adjacent (within approximately 30 feet) of City Well 2 in Frank Fulmer Park. Well 7 is approximately 0.3 miles west-southwest of the Fulmer Park in the City’s Veterans Memorial Park. Collectively, Wells 2, 6, and 7 are referred to as the ASPECT CONSULTING 4 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 Fulmer Wellfield, and all are completed in unconsolidated glacial and alluvial sediments that are part of the Green River Valley. Additional details on Wells 6 and 7 are provided in Section 3.3.2. The proposed location for future Well 8 was not specified in the application. For the purposes of this CMP and to facilitate its long-term water supply planning, the City assumes that Well 8 will be located in the same general vicinity of Wells 6 and 7 (i.e., Green River Valley and WRIA 9) and will be completed in the same groundwater source. The City has identified a potential location in the Fulmer wellfield (i.e., near Wells 6 and 2) for Well 8 but the precise location has not been determined or finalized. The assumed location of Well 8 enables the development of a common mitigation strategy for all three proposed points of withdrawal. The CMP and eventual final mitigation plan may require modifications and/or additional evaluations if the final location and well completion for Well 8 differs significantly from Wells 6 and 7. The proposed place of use for G1-28404 includes all of the City’s Retail Water Service Area, as shown on Figure 1. Aspect completed a site visit on August 19, 2021, to visit the proposed points of withdrawal and place of use. All applicable site features were observed. A meeting with City personnel, including Lisa Tobin (Utilities Engineering Manager), Susan Fenhaus (Water Utility Engineer), and Josh Flanders (Water Distribution Supervisor) was conducted to discuss and detail all processes associated with the planned water use. 2.3 Current Water Use As of 2018, the City’s municipal water supply served approximately 24,000 connections for a population of approximately61,000. The City’s total annual water use over the five most recent complete years on record (2016 through 2020) has ranged from approximately 7,000 to 7,800 afy (Figure 2). The average annual use from 2016 through 2020 translates to an average daily use of 6.6 million gallons per day (MGD). Over this same time period (2016-2020), the maximum daily use ranged from 11.3 to 14.5 MGD or 7,900 to 10,100 gpm (daily average) Figure 2 shows the annual totals and maximum daily use from each of the City’s existing water sources. The total production from Well 6 between 2018 and 2020 (Well 6 was not used in 2016 and 2017 while it was being rehabilitated and new pump controls installed) ranged from 1,100 and 1,400 afy and the annual maximum daily use ranged from 5.1 to 5.8 MGD (3,600 to 7,200 gpm). Well 7 was not used between 2016 and 2020 due to high levels of manganese (treatment facilities will be required before use). The average annual quantities withdrawn from the City’s other water sources between 2016 and 2020 include:  Coal Creek Springs: 4,200 afy  West Hill Springs: 460 afy  Well 1: 540 afy  Well 2: 820 afy (from 2018 through 2020; Well 2 was not used in 2016 and 2017) ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 5 5  Well 3: Not used between 2016 and 2020 due to high levels of manganese (treatment facilities will be required before use)  Well 4: 710 afy  Braunwood Well: 5 afy As noted in Section 2.1, withdrawals from Wells 6 and 7 are authorized under the City’s existing water rights for Wells 1 through 4. The annual combined use from Wells 1 through 4 and Well 6 ranged from 1,900 to 3,000 afy between 2016 and 2020, or approximately 20 to 31 percent of the combined annual quantity (9,680 afy) that is currently authorized. 2.4 Future Demand The City’s 2015 Water System Plan (WSP) projected an average daily demand of up to approximately 12 MGD (13,000 afy) and a maximum daily demand of 19 MGD (13,000 gpm) by 2030 (Carollo, 2015). Recent updates to the WSP indicate that the City’s annual water demand between 2014 and 2020 has been less than the projected demand in the City’s 2015 WSP. This is attributed to the City’s conservation program, low distribution system leakage, and Lake Meridian Water District having secured an alternate wholesale source instead of utilizing wholesale water from Auburn (City of Auburn, 2021). The City expects to remain below the demand projected in the 2015 WSP through 2025. The City’s future demand beyond 2025 is somewhat uncertain for various reasons, including an agreement to provide water to the Muckleshoot Indian Tribe, which could potentially involve substantial quantities. The City is currently re-evaluating its growth projections as part of its 2024 Comprehensive Plan update to meet the state’s Growth Management Act requirements. This evaluation is expected to be completed by mid-2022. Updated demand projections will be incorporated into Phase 2 (Testing and Analysis Plan) of the Preliminary Permit. 2.5 Projected Water Use Under G1-28404 The City is pursuing the application for G1-28404 to provide additional supply for future demand and operational flexibility for its existing water rights. If authorized, the City could maximize the capacities at Wells 1, 2, and 4 and pump the surplus of the currently authorized quantities from Wells 6 and 7. Based on the pumping capacities of the existing wells, the following hypothetical scenario is:  Well 1 ▪ Use entire quantity of 3560-A (1,120 afy Qa; 2,200 gpm Qi)  Well 2 ▪ Current capacity is 1600 gpm ▪ G1-00277C authorizes 2400 gpm (Qi) ▪ Remaining 800 gpm (Qi) pumped from Well 6  Well 3 ▪ No current pumping capacity from Well 3A/3B ASPECT CONSULTING 6 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 ▪ G1-23629C authorizes 2800 gpm (Qi) – see below for strategy to use this water right  Well 4 ▪ Use entire quantity of G1-20391C (3,600 afy Qa; 2,800 gpm Qi) Based on these projections, pumping from Wells 6, 7, and future Well 8 could be used as follows:  Well 6 ▪ Current capacity is 2400 gpm ▪ Hypothetical future operations: 2,400 gpm  800 gpm from G1-00277C (Well 2) and 1600 gpm from G1-23629C (Well 3)  Well 7 ▪ Past observed capacity: 4,000 gpm ▪ Hypothetical future operations: 4000 gpm  1200 gpm from G1-23629C (Well 3)  2800 gpm from new water right (G1-28404)  Future Well 8 ▪ Authorized withdrawals under G1-28404 The future use from Wells 1 through 4 could be increased, particularly once the manganese treatment facilities are constructed for Wells 3A/3B. This could increase the City’s use of G1-28404. As noted in Section 2.4, the City is currently re-evaluating their projected future demand. The proposed withdrawals from Wells 6, 7, and 8 will be refined in Phase 2 of the Preliminary Permit. 3 Site Description 3.1 Project Setting The City is centrally located between Seattle and Tacoma in both King County and Pierce County, Washington and encompasses approximately 30 square miles. The City’s RWSA generally follows or is located within the City’s administrative City Limits (Figure 1). Several other public and private water systems provide water service within the City Limits. The topographic setting was largely formed by glacial processes (Section 3.2) and generally consists of an alluvial valley surrounded by uplifted plateaus. There are two major river systems that flow through the lower valley. The Green River flows north ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 7 7 through the eastern part of the City and flows north to Puget Sound2. Mill Creek is a tributary of the Green River that flows northerly through the western portion of the City and flows into the Green River north of the City Limits. The White River flows westerly through the southern part of the City before turning south to join the Puyallup River. The White River historically flowed into the Green River until a flood event in 1906 formed a large debris jam that diverted the course of the White River south into the Puyallup River. The historic course of the White River likely remains an influence on the regional hydrogeologic system, as alluvial groundwater in portions of the White River valley flows north into the Green River system (Section 3.3). Ground elevations in the valley areas range between 50 to 100 feet. The terrain rises sharply to elevations of 400 to 500 feet on either side of the valley as well as in the southern portion of the City, south of the White River and between the White and Green Rivers. The topographic features influence the City’s water distribution system and resulted in the division of the RWSA into four major service areas (Carollo, 2015). 3.2 Regional Geology The City completed an extensive study of the geology and hydrogeology within the City's RWSA. The study results are documented in several volumes: 1996 Preliminary Hydrogeologic Characterization, Summary of 1997 Hydrogeologic Investigations, the 1997-1998 Test Well Drilling and Installation Program, and the 1999 Hydrogeologic Characterization Report. This Section and Section 3.2 use the key findings of these investigations (PGG, 1999) and a regional USGS study of the Puyallup and Green River drainages (USGS, 2015) to summarize the geologic and hydrogeologic conditions in the Project vicinity. The surficial geology of the project area is shown on Figure 3 and geologic cross-sections of the area developed by PGG (1999) are provided on Figures 4a and 4b. The geologic setting is dominated by thick sequences of unconsolidated glacial and more recent alluvial sediments. The geologic sequences are differentiated between the upland areas and the Green and White River valleys, as detailed below. The stratigraphy of the upland areas includes sequences of recessional and advance outwash sand and gravel, glacial till (compacted and poorly sorted mix of clay, silt, sand, and gravel), and fine-grained ice-contact material. More localized sequences of lacustrine, bog, and marsh deposits containing clay, silt, peat, and lenses of sand and gravel that were deposited during inter-glacial periods are also present in the upland areas. Bedrock in the upland areas is present at depths of several hundred feet or more. The Green and White River valleys were largely excavated by subglacial meltwater. The valleys began to fill with sediment as glaciation ended and have continued to fill during the more recent Holocene period. Sediment thicknesses in the valleys exceed 1,000 feet in places. The deposition occurred through marine, lacustrine, fluvial, and deltaic processes resulting in a mix of fine and coarse-grained sediments. Volcanic mudflow deposits from Mount Rainier are also present, most notably the Osceola Mudflow 2 The lower-most 12 miles of the Green River, within Seattle’s city limits, is called the Duwamish River, also known as the Duwamish waterway. ASPECT CONSULTING 8 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 deposit, which are present at depths of approximately 30 feet bgs in the vicinity of Wells 6 and 7 and may act as groundwater flow barriers (i.e., aquitards) in some areas (Section 3.3). The primary geologic units in the vicinity of Wells 6 and 7 are recent and Quaternary age alluvial deposits (Qa); the Osceola Mudflow deposit (Qom), and Vashon-age recessional deltaic deposits (Qvrd). 3.3 Hydrogeologic Setting Groundwater is present in both the upland and valley areas. There are multiple hydrogeologic units (aquifers) in the upland areas, including recessional and advance outwash deposits and older glacial deposits that underlie the outwash deposits. Multiple confining layers are present in portions of the upland areas. Groundwater in the outwash deposits in the upland areas generally discharge to the valley aquifers. Groundwater elevations and flow paths in the deeper aquifers vary but generally flows toward or in the same direction as the valley aquifer (USGS, 2015). The hydrogeologic conditions of the valley aquifers are relevant to this CMP as Wells 6 and 7 are completed in the valley aquifers. We assume that potential future Well 8 will also be completed in the valley aquifer (Section 2.2). There are two primary alluvial aquifers in the Green River Valley: upper and lower with a confining layer separating the two in most portions of the valley. Wells 6 and 7 are completed in the lower alluvial aquifer (termed the Qvrd or production aquifer by PGG and the AL2 aquifer by the USGS). The PGG and USGS studies provide similar descriptions although the terminology differs. The surficial hydrogeologic units developed by the USGS (2015) are provided on Figure 5 and two of the hydrogeologic cross-sections developed by the USGS (2015) that are applicable to the Well 6 and 7 vicinity are provided on Figure 6. The hydrogeologic units in the vicinity of Wells 6 and 7 are detailed below.  Upper Alluvial Aquifer: A shallow unconfined aquifer is present in recent alluvial deposits termed the Qal aquifer by PGG and the AL1 aquifer by the USGS. This unit is generally less than 100 feet thick and groundwater is present as shallow as 10 to 15 feet bgs.  Confining Unit: The Qal is underlain by a confining layer that is present throughout most of the Green River valley in the vicinity of Auburn. The confining layer is not present in the White River Valley. The USGS attributes the confining layer (termed the MFL confining layer) to the Osceola mudflow deposits while PGG states that the confining layer (termed Qal/Qud/Qom aquitard system) is a combination of mudflow and finer-grained glacial and alluvial deposits. The confining layer is approximately 10 feet thick in the vicinity of Wells 6 and 7 (PGG). In portions of the valley where the confining layer is not present, the upper and lower aquifers essentially form a single aquifer although the permeability varies laterally and vertically. ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 9 9  Lower Alluvial Aquifer/Production Aquifer: Wells 6 and 7, along with the other City production wells, are completed in the lower alluvial aquifer, which is the Qvrd unit, also termed the production aquifer in PGG’s studies, and termed the AL2 aquifer in the USGS report. The lithologic character of this unit is quite heterogeneous and varies greatly with depth. The thickness of the unit exceeds 250 ft within the Auburn Valley (Figures 4 and 6). Groundwater in this aquifer generally is confined; however, unconfined conditions may occur in areas where the overlying MFL confining unit is locally thin or absent. The lower alluvial aquifer is highly productive with transmissivities ranging from approximately 50,000 to more than 2,000,000 gallons per day per foot (gpd/ft). The USGS estimated the average hydraulic conductivity of this unit to be approximately 300 feet per day (USGS, 2015). 3.3.1 Groundwater Recharge and Discharge Groundwater discharge from the upland aquifers is the primary source of recharge to the lower alluvial aquifer. The upland aquifers are primarily recharged by precipitation and leakage from Lake Tapps. Alluvial groundwater from the White River also discharges into the Green River alluvial aquifer (Section 3.3.2), and effectively serves as an additional source of recharge. Groundwater in the vicinity of Wells 6 and 7 discharges into Puget Sound via the Green River and Duwamish River valley. Groundwater may also discharge into the Green River in gaining portions of the Green River. 3.3.2 Groundwater Elevations and Flow Directions Groundwater elevations in the lower alluvial aquifer occur at elevations between approximately 60 and 70 feet above sea level (asl) in the vicinity of Wells 6 and 7. Groundwater in both the upper and lower valley aquifers flows northerly and generally parallel to the path of the Green River. Groundwater from the upland aquifers generally flows toward the valley aquifers and groundwater generally moves upward in the valley alluvial aquifers. PGG estimated horizontal groundwater flow velocities of approximately 1 to 4 feet per day in the lower alluvial aquifer. A generalized groundwater contour map taken from PGG (1999) is shown on Figure 7. Water level data and previous studies indicate there is a groundwater divide in the alluvial aquifer where the White River enters the Valley. Alluvial groundwater flow in the White River where it enters the valley (southeast and upgradient of Wells 6 and 7) does not match the current path of the White River but instead flows north into the Green River. Groundwater in this vicinity appears to follow the historic course of the White River, which flowed into the Green River until the early 1900s (Section 3.1). The approximate location of the groundwater divide for the Qa aquifer is shown on Figure 7. Groundwater north of the divide flows into the Green River system while groundwater south of the divide flows south into the White River system. A similar groundwater divide exists in the lower alluvial aquifer (Qvrd aquifer) and may be slightly south of the Qa aquifer groundwater divide (PGG, 1999). ASPECT CONSULTING 10 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 Based on this information, it appears that the City’s water sources may capture water that would otherwise discharge into both the Green River and White River drainages as shown on Figure 7 and detailed below:  City water sources in Green River System: ▪ Well 2 is located in the Green River and it is widely understood that groundwater in this vicinity (including the vicinity of Wells 6 and 7) flows north and eventually discharges into Puget Sound or the Duwamish waterway. ▪ West Hill Springs discharges into Mill Creek, which flows into the Green River. ▪ Wells 1 and 4 are located in the White River watershed but groundwater in the vicinity of these wells discharges into the Green River.  City water sources in the White River system: ▪ Wells 5A/5B/5C are located south of the groundwater divide; groundwater in this vicinity discharges into the White River system. ▪ The Algona Well is located south of the groundwater divide. ▪ Coal Creek Springs drains into the White River; as noted below, a portion of the flow in the White River below Coal Creek Springs may infiltrate into the alluvial groundwater system and flow into the Green River.  City water sources with uncertain discharge locations: ▪ Wells 3A/3B are located in the White River drainage and very close to the Qa aquifer groundwater divide (Figure 7). Because the precise location of the groundwater divide in the lower alluvial aquifer (Qvrd aquifer) is uncertain, groundwater in the vicinity of Wells 3A/3B may flow into either the Green River or White River systems.3 ▪ A portion of the discharge from Coal Creek Springs (i.e., spring water that does not discharge into the White River or that infiltrates from the White River to groundwater) may also flow into the Green River. The location of the groundwater divide has two significant implications for the CMP. First, a portion of the groundwater in the vicinity of Wells 6 and 7 may originate in the White River drainage. Second, the groundwater captured by Wells 6 and 7 may discharge entirely to the Green River even if the radius of influence from pumping extends into the White River surface water (topographic) drainage. The radius of influence of the two wells has not been fully established. 3.3.3 Hydraulic Connection between the Lower Alluvial Aquifer and Surface Water Wells 6 and 7 are completed in the lower alluvial aquifer and a low-permeability confining layer separates the upper and lower alluvial aquifers (Section 3.2). The 3 It is possible that the groundwater divide may shift slightly in response to seasonal water level fluctuations, meaning groundwater in the vicinity of Wells 3A/3B may discharge into both the Green River and White River systems depending on the time of year. ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 11 11 confining layer creates some degree of hydraulic separation between the lower alluvial aquifer and the Green River. The upper alluvial aquifer is believed to be directly connected to the Green River. The confining layer is not present throughout the Green River valley. In areas where the confining layer is not present, the lower alluvial aquifer is hydraulically connected to the shallow aquifer and the Green River, although lower permeability zones that are present in the alluvial deposits can limit the degree of connectivity. Pump testing of Well 6 in 2016 produced a drawdown response in a monitoring well completed in the shallow aquifer (TW-6S) that is approximately 1,800 feet northeast of Well 6, indicating some degree of hydraulic connection through the confining layer. The response at TW-6S, however, was delayed and muted when compared to the adjacent monitoring well completed in the lower alluvial aquifer (TW-6D). 3.4 Project Well Details Wells 6 and 7 are completed in unconsolidated glacial and alluvial sediments that are part of the Green River lower alluvial aquifer. Well completion details are provided in Table 2. Well 6 was drilled in 1998, completed to a depth of 390 feet below ground surface (bgs) and screened from 320 feet to 380 feet bgs with a 20-inch diameter, 80-slot (0.08-inch openings) stainless steel well screen. Well 7 was drilled in 1997, completed to a depth of 303 feet bgs and screened from 235 feet to 295 feet bgs with a 10-inch diameter, 100-slot (0.1-inch openings) stainless steel well screen. Well logs for both wells are included in Appendix A. Both wells are highly productive. Table 2. Project Well Completion Details Attribute Well 6 Well 7 Ground Elevation (elevation, ft) 74 80* Depth, ft bgs (elevation, ft) 390 (-226) 300 (-220) Screen Interval ft bgs (elevation, ft) 320 to 380 (-246 to -206) 235 to 295 (-155 to -215) Approximate Static Water Level ft bgs (elevation, ft) 14 (60) 12 (68) Approximate Capacity (gpm) 2,400 (current capacity) 4,000 (past observed capacity) Note: *Well 7 surface elevation is approximate. Golder Associates produced a technical memo on Well 6 and 7 in 2013 describing the rehabilitation progress for the two production wells (Golder, 2016). Since it was drilled in 1999, the capacity of Well 6 had decreased by about 75 to 79 percent. It was restored to ASPECT CONSULTING 12 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 production capacity of 2,400 gpm following rehabilitation in 2017. Well 7 had showed a specific capacity decrease of about 6 to 7 percent compared to when it was drilled in 1997. Well 7 is currently not in use due to high levels of manganese. The City plans to install a manganese treatment system for Well 7, which would allow for the ongoing use of Well 7. A phased implementation of the treatment system is proposed. The initial phase is planned for the medium-term planning horizon and will treat half of the well’s capacity, and phase 2 in the long-term planning horizon will treat the entire well capacity (Carollo, 2015). ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 13 13 4 Regulatory Setting 4.1 Instream Flow Regulations 4.1.1 Overview of WAC Chapter 173-509 New appropriations in the Green-Duwamish Basin are subject to instream flow regulations (WAC Chapter 173-509) that were adopted in 1980 and are senior to the City’s water right application (G1-28404). The Green River instream flow regulations (WAC 173-509-030) are based on the measured streamflows at two U.S. Geological Survey (USGS) gauging stations on the Green River: the Green River near Palmer (12.1067.00) and the Green River near Auburn (12.1130.00). The Palmer gauge is approximately 20 miles upstream of Auburn and the Auburn gauge is located approximately ½ mile east of Wells 6 and 7 just upstream of the 8th Street NE bridge. Per WAC 173-509-030(1), the Auburn gauge will be used to condition future water right appropriations downstream from the Palmer gauge. Therefore, the withdrawals from Wells 6 and 7 associated with G1-28404 will be subject to the instream flow regulations as measured at the Auburn gauge. In addition to establishing instream flows, WAC Chapter 173-509 incorporated the 1953 administrative closure of all tributaries to the Green River. WAC Chapter 173-509 effectively requires mitigation (offsets) for any potential impacts to the Green River when instream flows are not met. Further, under the Postema decision, potential impacts to closed tributary streams may affect the availability of water for a new groundwater appropriation. WAC 173-509-050 provides: “Future groundwater withdrawal permits will not be affected by this chapter unless such withdrawal would clearly have an adverse impact upon the surface water system contrary to the intent and objectives of [WAC Chapter 173-509].” With respect to Green River mitigation, relevant considerations include predicting precisely when streamflows will drop below the ISFs, and the lag time associated with impacts to instream flows from groundwater withdrawals. 4.1.2 Summary of Instream Flow Statistics A review of historical streamflow data indicates that on average streamflows are below the ISFs at the Auburn gauge approximately 20 percent of the time (Table 3). Streamflows are generally more often below the minimum ISFs during the summer months, falling below the minimum ISFs 35 percent to 61 percent of the time between June and September. The flows are frequently above the minimum ISFs during the spring and winter months but can drop to below ISFs at any time of the year. For example, in April, streamflow falls below the minimum ISFs approximately 3 percent of the time. ISFs are not met more frequently during dry years and less frequently during wet years. For example, in Water Year 1992 (dry year) instream flows were not met on 54 percent of the days (196 days), while in Water Year 2014 (wet year) instream flows were not met on only 2 percent of the days (7 days). Figure 8 shows that streamflows at the Green River gauge near Auburn have been below ISFs in only 8 years (20%) of the 40-year ASPECT CONSULTING 14 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 period of record (Water year 1981 through Water Year 2020) between the months of February to April. Table 3. Average Percent of Days Below Minimum Instream Flows (1981-2020) Month Green River Near Auburn, WA (USGS 1214900) Green River at Purification Plan Near Palmer, WA (USGS 12106700) January 5% 2% February 5% 3% March 5% 6% April 3% 3% May 8% 5% June 35% 26% July 44% 45% August 61% 56% September 43% 31% October 23% 25% November 16% 11% December 10% 4% Average 20% 18% Notes: 1. Minimum instream flows from WAC 173-509-030; withdrawals from G1-28404 will be subject to instream flows at the Auburn gauge. 2. The period of record is for Water Year 1981 (October 1990) through Water Year 2020 (September 2020), which represents the full (complete year) period of record since the Green-Duwamish Basin instream flow regulations became effective. The historical data show that there have been long consecutive periods when streamflows have remained above instream levels. For example, streamflows at the Auburn gauge remained above instream flows from October 14, 2009, to August 11, 2011, a period of 680 consecutive days. The difficulty, however, is predicting when interruptions will occur, particularly during the summer and early fall when streamflows are low and relatively close to instream flow levels. Interruptions are more predictable during the winter months. The data show that interruptions will not occur for relatively long periods of time after high flow events in the winter months because streamflows recede relatively slowly in the Green River in the winter. For example, when streamflows exceed 4,000 cfs between January and April, the historic data show that streamflows will remain above instream flow levels for at least 25 ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 15 15 days. Table 3 shows the minimum, average, and maximum number of days before an interruption occurred in the Green River at various high flow levels. The predictability of interruptions not occurring during these periods may provide some operational flexibility in the pumping of Wells 6 and 7, depending on the rate of streamflow depletion after pumping stops. Table 4. Consecutive Days without Interruptions during Winter Months (January through April) Range of Green River Streamflow (Auburn Gauge), January to April Minimum Number of Days before interruption Average Number of Days before interruption Maximum Number of Days before interruption 0 - 999 0 66 601 1,000 – 1,999 2 116 600 2.000 – 2,999 5 133 595 3.000 – 3,999 13 167 597 4,000 – 4,999 25 162 596 5,000 – 5,999 25 170 525 6,000 – 6,999 26 141 528 7,000 – 7,999 27 158 527 8,000 – 8,999 28 168 503 9,000 – 9,999 97 154 502 10,000 + 98 156 219 Note: The period of record is for Water Year 1981 (October 1990) through Water Year 2020 (September 2020), which represents the full (complete year) period of record since the Green-Duwamish Basin instream flow regulations became effective. 4.2 Existing Water Rights in Project Vicinity Existing senior water rights in the vicinity of Wells 6 and 7 are shown on Figure 9. The following senior water rights within an approximately 1-mile radius of the Project were identified in Ecology’s database:  Surface water rights include 22 certificated rights and 1 water right claim, as well as 1 permit that is not a certificated right.  Groundwater rights records include 14 certificated rights and 6 water right claims, as well as 6 permits that are not certificated rights. The instream flow regulations and required mitigation elements associated with G1- 28404 effectively eliminates the potential for impairment to senior surface water rights. The closest existing groundwater right is located approximately one-half mile northeast ASPECT CONSULTING 16 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 from Well 6 and 3/4 mile northeast from Well 7. Impairment to existing senior groundwater rights associated with G1-28404 is unlikely considering the productivity of the aquifer and minimal radial drawdown response measured during previous aquifer testing in the lower alluvial aquifer (Golder, 2016). A specific requirement in Phase 2 of the Preliminary Permit (Testing and Analysis) is to conduct a pumping test on the Supply Well and a more thorough assessment of potential impairment to senior rights will be included in that analysis. 4.3 Competing Applications in Project Vicinity Geomatrix (2006) reviewed water right applications with priority dates senior to G1-28404 in the project vicinity in 2006. That review identified 14 senior applications in WRIA 9 (Green-Duwamish) that were determined to involve withdrawal from the same water source as G1-28404. The applications were filed from five different applicants: King County Water District 111, Lakehaven Utility District, City of Kent, City of Seatac, and Mariani Water Systems. Ecology has rejected all fourteen applications since 2006 and none are currently active. Several new applications have been filed in WRIA 9 since 2006 that remain active but those applications are junior to G1-28404 and cannot impair any potential use associated with G1-28404. Geomatrix (2006) also identified four senior applications in the White River basin that could potentially involve withdrawal from the same water source as G1-28404. Since 2006, Ecology has processed three of the four applications as part of the Lake Tapps project and only one application remains active:  Henry Flatt (G2-30254). Application for domestic and irrigation use with a May 13, 2005 priority date. The application requests 150 gpm of groundwater to irrigate 2.5 acres. The place of use is southwest (upgradient) of Lake Tapps (T20N, R5E, S36) and approximately 8 miles from Wells 6 and 7. Ecology’s WRATS database lists the application as active. No other documentation beyond the application form is available. The potential withdrawal under G1-28404 is unlikely to impair use associated with this application. 4.4 Preliminary Mitigation Sources The proposed withdrawals from Wells 6 and 7, and/or a new well location will require mitigation of impacts to the Green River, and potentially the White River and/or other tributaries including Mill Creek. Conceptual mitigation sources to address potential impacts to streamflows in the Green River, White River and Mill Creek are provided in the following sub-sections. Additionally, general mitigation measures are provided that could be used to provide additional mitigation if warranted after Phase 2 testing and analysis. 4.4.1 Potential Sources for Green River Mitigation Managed Use of Existing Authorizations: This option would involve the managed use of the City’s existing water rights portfolio to minimize authorized withdrawals under G1- 28404 during periods when Green River streamflows are below or near the ISFs. This option requires additional analysis of the timing and location of streamflow impacts associated with the pumping of Wells 6 and 7. If the timing, and specifically the stream ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 17 17 depletion lag times after pumping stops can be sufficiently characterized, the City could cease withdrawing under G1-28404 at predefined streamflow levels and then provide mitigation (using the potential options listed below) to offset small impacts associated with stream depletion lag times that may persist for longer durations after pumping stops. The City could utilize its other existing points of withdrawal when ISFs are not met, including the preferential use of withdrawals from its sources in the White River drainage (Algona Well, Coal Creek Springs, and potentially Well 3A/3B). The specific operational elements are to be determined and would utilize estimates of groundwater travel times, stream depletion lag times, and the City’s water demand projections. This analysis would be developed and performed as part of Phase 2 (Testing and Analysis) of the Preliminary Permit. Non-Use of Existing Municipal Water Right Authorizations: This option would entail cessation of authorized withdrawals under the City’s various senior water rights to offset impacts to instream flows. Conceptually, this measure would be combined with the City withdrawing water under G1-28404 only during periods when instream flows are met; any impacts to the Green River would be offset by a commensurate level of non-use of other senior water rights. Diversions from White River Sources: This option is the most conventional form of mitigation: diversion of water from a separate watershed to augment streamflows in a different watershed. Potential scenarios include diversion of both surface and/or groundwater. Surface water from the Cascade Water Alliance as discussed in Section 4.3.2 could be pumped into the Green River and/or into infiltration basins to facilitate delayed recharge to the Green River. The use of infiltration basins is described in Section 5.1.4. Use of Water from Howard Hansen Dam: This option entails purchasing water from Tacoma Public Utilities (Tacoma) that is stored in Howard Hansen Dam. The City would purchase water from Tacoma under its existing agreement with Tacoma for purchasing water from Pipeline 5. Instead of the City withdrawing the chlorinated and fluoridated water from Pipeline 5 and discharging it after de-chlorination into the Green River, Tacoma would release the purchased water from Howard Hansen Dam into the Green River to mitigate potential impacts. 4.4.2 Potential Sources for White River Mitigation 2010 Water Resources Agreement with Cascade Water Alliance (CWA). The Cities of Auburn, Bonney Lake, Buckley, and Sumner entered into the 2010 Lake Tapps Area Water Resources Agreement with CWA (February 5, 2010), in consideration of CWA’s purchase of Lake Tapps for water supply from Puget Sound Energy. This Agreement is intended to offset the impact of CWA’s future water supply withdrawals from Lake Tapps on the water resources of the four cities. The Agreement provides for CWA to set aside Regional Reserved Water for use by the four cities to mitigate loss of water supply, in the amounts of 7 cfs for average daily demand and 10 cfs for peak demand. Auburn’s share of the Regional Reserved Water is 1.3 million gallons per day (mgd) average daily demand and 2.5 mgd peak demand (3.88 cfs). Auburn would use this mitigation water by ASPECT CONSULTING 18 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 keeping the water in the White River rather than diverting it, by having CWA release water into the White River from the Lake Tapps tailrace. Use of the Algona Well. The municipal water right associated with the City’s Algona Well (G1-22769C) could be allocated to preserve groundwater resources or support instream flows on an annual and continuous basis. The water right for the Algona Well authorizes instantaneous withdrawals up to 500 gpm (1.1 cfs) and an annual quantity of 75 afy. 4.4.3 Potential Sources for Mill Creek Mitigation Use of West Hill Springs. The municipal water right associated with the West Hill Springs (S1-049354CL) could be allocated to support instream flows on an annual and continuous basis. The water right for West Hill Springs authorizes instantaneous withdrawals up to 625 gpm (1.4 cfs) and an annual quantity of 1,010 afy. West Hill Springs discharges into Mill Creek to the northwest of Wells 6 and 7 at River Mile 4.25 on Mill Creek. Direct discharge of City Water. This option would entail discharge of City water directly into Mill Creek. The water that is discharged could be sourced from any of the City’s authorized sources that do not adversely impact Mill Creek (i.e., anywhere except Wells 2, 6, and 7). The City has identified a potential point of discharge downstream of West Hill Springs at approximately River Mile 6.2. 4.4.4 Additional Mitigation Options Additional mitigation options could be utilized to offset potential impacts at various locations and drainages. The conceptual element is to utilize infiltration basins that are hydraulically connected to surface water such that water will infiltrate to the shallow groundwater system and eventually discharge to surface water. The lag time response to the surface water is a function of the location of the infiltration basins relative to the target surface water location and the shallow groundwater travel times. The infiltration basins could be operated on a continuous or near-continuous basis to provide a relatively constant surface water benefit during periods of use from G1-28404. The source water introduced into the infiltrations could be obtained from multiple sources but would be operated in a similar conceptual manner, as detailed below. Infiltration of Reclaimed Water: The use of infiltration basins to benefit streamflows is a potential reuse opportunity for wastewater or reclaimed water. Wastewater from the City is currently sent to the King County Wastewater Treatment Division’s regional sewer system. Managed Aquifer Recharge: Water could be diverted from other drainages into infiltration basins. Alternatively, water could be captured from the same drainage as the target surface water body during seasonally wet periods when ISFs are met, and then allowed to infiltrate slowly to provide streamflow benefits during periods when ISFs are potentially not met. This type of system is conventionally known as managed aquifer recharge. ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 19 19 4.5 Preliminary Mitigation Estimates The City’s water right application (G1-28404) requests 13,443 acre-feet per year (Qa; afy) and 12,500 gallons per minute (Qi; gpm). However, based on their current water rights and future demand projections (Section 2.2 and 2.3), the full quantity will likely not be needed to meet the projected future water demand. As noted in Section 2.4, the City is currently re-evaluating its demand projections. The mitigation requirements will be a function of the updated demand projections and the projected use from G1-28404 to meet the projected demand. Quantification of the projected use under G1-28404 and the potential impacts to streamflows from that use will be evaluated in Phase 2 (Testing and Analysis). The City plans to utilize a detailed regional groundwater flow model being developed by the USGS to predict the potential impacts to surface water and associated lag times. The USGS has been developing the model for a number of years and it is currently in its final phase of testing and validation. Per recent communication with USGS staff, we anticipate the model will be ready for use by early- to mid-2022. Mitigation offsets would be quantified based on the amounts necessary to address impacts of pumping under G1-28404 to surface water bodies that are subject to ISFs and closures in WAC Chapter 173-509. Because groundwater withdrawn from Wells 6 and 7 is hydraulically connected to surface water, a 1:1 offset would be needed unless the authorized pumping under G1-28404 can be managed such that the pumping will occur during periods when ISFs are met. Under this managed pumping scenario, mitigation offsets would be identified to address the delayed impacts to surface water after pumping stops. The City anticipates utilizing the various mitigation strategies presented in Section 5.1 to develop a mitigation program meeting the requirements of RCW 90.03.290 and WAC Chapter 173-509. ASPECT CONSULTING 20 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 5 Project Next Steps We understand that Ecology has a 60-day period upon submittal of this CMP to review and provide comments. The City will address comments, as needed, based on the nature and extent of the comments. The City may request a meeting with Ecology to discuss the CMP and the potential scope of work for Phase 2 following Ecology’s review and comment period for this report. Per the Preliminary Permit, the Testing and Analysis Plan (Phase 2) is due to Ecology on October 15, 2022, and the Final Mitigation and Compliance Plan (Phase 3) is due October 15, 2023. The City plans to utilize a USGS groundwater flow model as part of Phase 2 (Section 5.2). The model is expected to be ready for use by early- to mid-2022. The City may request a reasonable extension to the remaining Preliminary Permit schedule to facilitate the use of the USGS model. ASPECT CONSULTING PROJECT NO. 210355-A-02  OCTOBER 14, 2021 21 21 References Carollo Engineers, 2015, City of Auburn, Washington, Comprehensive Water System Plan, October 2015. City of Auburn, 2021, City of Auburn 2015 Water System Plan (Water System ID 03350) Approval Extension Request, Letter submitted to Washington State Department of Health, June 28, 2021. Golder Associates Inc., 2013, City of Auburn – Fulmer Wellfield – Task 4 Technical Memorandum on Production Well Evaluation, Submitted to the City of Auburn, August 20, 2013. Golder Associates Inc., 2016, Fulmer Wellfield Project: Well No. 6 Pumping Test – July 2016, Submitted to the City of Auburn, September 2, 2016. Pacific Groundwater Group, 1999, Executive Summary of 1999 Hydrogeologic Characterization Report, City of Auburn. October 1999. United States Geological Survey (USGS), 2015, Hydrogeologic Framework, Groundwater Movement, and Water Budget in the Puyallup River Watershed and Vicinity, Pierce and King Counties, Washington, Scientific Investigations Report 2015-5068. ASPECT CONSULTING 22 PROJECT NO. 210355-A-02  OCTOBER 14, 2021 Limitations Work for this project was performed for the City of Auburn (Client), and this report was prepared in accordance with generally accepted professional practices for the nature and conditions of work completed in the same or similar localities, at the time the work was performed. This report does not represent a legal opinion. No other warranty, expressed or implied, is made. All reports prepared by Aspect Consulting for the Client apply only to the services described in the Agreement(s) with the Client. Any use or reuse by any party other than the Client is at the sole risk of that party, and without liability to Aspect Consulting. Aspect Consulting’s original files/reports shall govern in the event of any dispute regarding the content of electronic documents furnished to others. FIGURES @A @A @A @A @A"/ "/ "/ "/ "/ #0 #0 "/ "/ "/ "/@A @A WELL 2 Braunwood Well Algona Well Coal Creek Springs West Hill Springs WhiteRiverMillCreekGre en River WELLS 3A/3B WELL 7 WELL 6 WELL 1 WELL 5 WELL 4 WELL 5A WELL 5B/5CT22N R4ET22N R5ET22N R4E T21N R 4 E T22N R5E T21N R 5 E T21N R 5 E T20N R5ET21N R 5ET21N R 4ET20N R4ET20N R5ET20N R4E T21N R 4 E 22 17 28 3134 27 33 31 6 16 29 8 6 28 21 21 33 7 10 28 20 16 28 30 2830 7 36 27 29 5 35 26 14 11 35 29 26 8 9 5 18 27 32 26 15 23 33 25 3 34 27 19 2 35 26 18 27 4 7 32 15 15 11 16 6 22 3 17 11 13 23 15 12 10 2 5 10 14 18 11 4 2 19 23 2 3 34 1 24 12 2 23 10 7 12 27 8 4 36 14 9 3 22 24 13 11 3 26 16 35 14 24 1 25 22 2122 20 9 GIS Path: T:\projects_8\City of Auburn\Delivered\Conceptual Mitigation Plan\Figure 1 Site Map.mxd || Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet || Date Saved: 10/7/2021 || User: jpietraszek || Print Date: 10/7/2021Site Map Conceptual Mitigation Plan City of AuburnAuburn, Washington FIGURE NO.1 Basemap Layer Credits || Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunityEsri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user communityCopyright:(c) 2014 Esri @A Project Wells (Points of Withdrawal) Retail Water Service Area Other City Water Sources "/Production Well #0 Spring WRIA Boundary Township Range Section 0 1 20.5 Miles REVISED BY: BY:O OCT-2021 PROJECT NO.210355 JHP - - - ! ! ! ! ! ! ! ! ! ! ! # ! ! !( Site Location TacomaOlympia Everett Kirkland Gold Bar Enumclaw Bellevue North Bend Woodinville 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 2016 2017 2018 2019 2020Total Annual Production (afy)Coal Creek Springs West Hill Springs Well 1 Well 2 Well 4 Well 5/5A Well 6 Braunwood Aspect Consulting 10/7/2021 S:\City of Auburn\Data\Pumping Records\Summary Figure 2 Annual Water Use (2016-2020) Conceptual Mitigation Plan City of Auburn, Auburn, WA @A @A @A @A @A"/ "/ "/ "/ "/ #0 #0 "/ "/ "/ "/@A @A WELL 2 Braunwood Well Algona Well V' Coal Creek Springs West Hill Springs C e d a r RiverC e d a r RiverWhiteRiverMillCreekGreen River WELLS 3A/3B WELL 7 WELL 6 WELL 1 WELL 5 WELL 4 WELL 5A WELLS 5B/5C I C VI'C' Qvt Qaw Qgt wtr Qgt Qa Qgt Qal Qg Qgt Qit Qvr Qgt Qom Qpv Qom Qa Qpv afm Qag Qpv Qal Qaw Qvt Qag Qiv Qaw Qgt Qom Qa Qpv Qpd Qss Qpv QawQvt Qgt Qom Qgt Qa Qvt Qlp Qvi Qa Qa Qgt wtr Qgt Qvr Qlp Qgt Qgt Qit Qom Qaw Qvi Qvr Qgt Qgt Qw Qa QpvQms Qms Qvi m Qgt Qgt Qgt Qa Qpo m GIS Path: T:\projects_8\City of Auburn\Delivered\Conceptual Mitigation Plan\Figure 3 Geology.mxd || Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet || Date Saved: 10/7/2021 || User: jpietraszek || Print Date: 10/7/2021Surficial Geology Conceptual Mitigation Plan City of AuburnAuburn, Washington FIGURE NO.3 Basemap Layer Credits || Sources: Esri, USGS, NOAA @A Project Well City Water Sources "/Production Well #0 Spring Geologic Cross Section WRIA Boundary Quaternary Rocks and Deposits Quaternary bog, marsh, swamp, or lake deposits Quaternary fragmental volcanic rocks (includes lahars) Holocene artificial fill and modified land Quaternary alluvium Quaternary mass-wasting deposits Pleistocene continental glacial drift Pleistocene continental glacial till Pleistocene glaciolacustrine deposits Pleistocene glacial and nonglacial deposits Other Water 0 1 20.5 Miles REVISED BY: BY: O OCT-2021 PROJECT NO.210355 JHP - - - CAD Path: Q:\City of Auburn\210355 WR Assistance\2021-09 Conceptual Mitigation Plan - Draft\210355-02.dwg 04 Geologic Cross-Sections (from PGG 1997) || Date Saved: Oct 04, 2021 1:13pm || User: scuddHorizontal Scale: 1" = 7000'Vertical Scale: 1" = 350' Vertical Exaggeration 20x Conceptual Mitigation Plan City of AuburnAuburn, Washington 4 BY:JP/SCC Geologic Cross-Sections (from PGG, 1999) Oct-2021 REVISED BY:-PROJECT NO.210355 FIGURE NO.Feet 0 7000 14000 Source: All images from PGG, 1999. Well 7 Well 6 Well 7 @A @A @A @A @A"/ "/ "/ "/ "/ #0 #0 "/ "/ "/ "/@A@A WELL 2 Braunwood Well Algona Well Coal Creek Springs West Hill Springs C e d a r RiverC e d a r RiverW hiteRiverMillCreekGreen River Note: Surficial hydrogeologic units and cross-section lines provided by USGS (USGS, 2015) WELLS 3A/3B WELL 7 WELL 6 WELL 1 WELL 5 WELL 4 WELL 5A WELLS 5B/5C AL1 A2 A2 A2 A1 A2 W MFL MFL A2 A2 A2 A1 A2 A1 A1 W D A2 A1 A2 A1 A1 AL1 A1 A2 A1 A2 AL1 A2 B AL1 B A2 A2 A2 A1 A1 W A1 A2 A2 AL1 W MFL A1 AL1 A1 A2 W A2 D A3 A2 C C A3 B A1 B A2 A1 C W B B A2 A3 C B A2 A3 A2 B MFL C A2 MFL B A2 B A3 B BAL1 B A2 A3 W A2 A2 A2 A2 D W AL1 C A2 A1 A2 W B W A2 W C A1 A2 AL1 A2 A1 T22N R6ET20N R5E T21N R 5E T21N R 4E T20N R4E T22N R5ET22N R4E T20N R6E T21N R 6E T19N R 4E GIS Path: T:\projects_8\City of Auburn\Delivered\Conceptual Mitigation Plan\Figure 5 Surficial Hydrogeologic Units.mxd || Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet || Date Saved: 10/7/2021 || User: jpietraszek || Print Date: 10/7/2021Surficial Hydrogeologic Units Conceptual Mitigation Plan City of AuburnAuburn, Washington FIGURE NO.5 Basemap Layer Credits || Sources: Esri, USGS, NOAA @A Project Well City Water Sources "/Production Well #0 Spring Hydrogeologic Cross-Section B - B' G -G' WRIA Boundary Township Range 0 1 2 30.5 Miles REVISED BY: BY:O OCT-2021 PROJECT NO.210355 JHP - - - Surficial Hydrogeologic Unit AL1 - Alluvial Aquifer MFL - Confining Unit A1 - Aquifer A2 - Confining Unit A3 - Aquifer B - Confining Unit BR - Bedrock C - Aquifer D - Confining Unit W - Water CAD Path: Q:\City of Auburn\210355 WR Assistance\2021-09 Conceptual Mitigation Plan - Draft\210355-02.dwg 06 Hydrogeologic Cross-Sections (from USGS 2015) || Date Saved: Oct 04, 2021 1:23pm || User: scuddHorizontal Scale: 1" = 8000'Vertical Scale: 1" = 800' Vertical Exaggeration 10x Conceptual Mitigation Plan City of Auburn Auburn, Washington 6 BY:JP/SCC Hydrogeologic Cross-Sections (from USGS, 2015) Oct-2021 REVISED BY:-PROJECT NO.210355 FIGURE NO.Feet 0 8000 16000 Source: All images from USGS, 2015. Well 6 (Approximate Location and Depth) Well 7 (Located ~2,000 ft NE,Depth is Approximate) @A @A @A @A @A"/ "/ "/ "/ "/ #0 #0 "/ "/ "/ "/@A @A WELL 2 Braunwood Well Algona Well Coal Creek Springs West Hill Springs C e d a r RiverC e d a r RiverWhiteRiverMillCreekGre en River WELLS 3A/3B Note: Contours and groundwater divide taken from PGG, 1999.Groundwater divide represents divide in upper (Qa) aquifer.The groundwater divide in the lower (Qvrd) aquifer may be slightly south of the Qa divide. WELL 7 WELL 6 WELL 1 WELL 5 WELL 4 WELL 5A WELLS 5B/5C 65 7 0 75 60 55 50 45 808590951501101401601701807075 50 75 80 70 65 60 55 GIS Path: T:\projects_8\City of Auburn\Delivered\Conceptual Mitigation Plan\Figure 7 Groundwater Contour Map.mxd || Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet || Date Saved: 9/29/2021 || User: jpietraszek || Print Date: 10/7/2021Groundwater Contour Map Conceptual Mitigation Plan City of Auburn Auburn, Washington FIGURE NO. 7 Basemap Layer Credits || Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c)OpenStreetMap contributors, and the GIS User Community Qa Contours (Upper Alluvial Aquifer) Qvrd Contours (Lower Alluvial Aquifer) Approximate Location of (Qa) Groundwater Divide Approximate Extent of Alluvial Aquifer @A Project Well City Water Sources "/Production Well #0 Spring WRIA (Watershed) Boundary 0 0.5 1 1.50.25 Miles REVISED BY: BY:O SEP-2021 PROJECT NO.210355 JHP - - - Groun d w a t e r D i v i d e i n Q a A q u i f e r (appro x i m a t e ) 100100010000Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep OctStreamflow, Green River near Auburn (cfs)1981198219831984198519861987198819891990199119921993199419951996199719981999200020012002200320042005200620072008200920102011201220132014201520162017201820192020ISFAspect Consulting9/28/2021S:\City of Auburn\Data\Auburn ISF AnalysisFigure 8Comparison of Streamflows at the Green River near Auburn to WAC 173-509 ISFsConceptual Mitigation PlanCity of Auburn, Auburn WA !. !. !. !. !. !. !. !.!.!. !. !. !.!.!. !. !.#0 #0 $1 #0 #0 $1 #0 !. $1 #0 #0#0 $1 $1 #0 $1 $1#0#0 $1 #0#0 $1 $1!. !. !.#0 $1 $1 !.!.!. !.!. #0 @A @A WELL 2 Braunwood Well Algona Well Coal Creek Springs West Hill Springs C e d a r RiverC e d a r RiverWhiteRiverMillCreekGreen River WELLS 3A/3B WELL 7 WELL 6 WELL 1 WELL 5 WELL 4 WELL 5A WELLS 5B/5C GIS Path: T:\projects_8\City of Auburn\Delivered\Conceptual Mitigation Plan\Figure 9 Water Rights.mxd || Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet || Date Saved: 9/28/2021 || User: jpietraszek || Print Date: 10/7/2021Water Rights Within 2 Mile of Project Wells Conceptual Mitigation Plan City of AuburnAuburn, Washington FIGURE NO. 9 Basemap Layer Credits || Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunityEagleView Technologies, Inc. @A Project Well Approximate 2 Mile Radius Senior Water Rights in Project Vicinity #0 Headworks Gravity Flow $1 Surface Water Pump "/Reservoir Dam !.Well (Groundwater) Other City Water Sources "/Production Well #0 Spring WRIA Boundary 0 1 20.5 Miles REVISED BY: BY:O SEP-2021 PROJECT NO.210355 JHP - - - i APPENDIX A Well Logs APPENDIX T 1                      FIGURES     WELL 5BWELL 5BWELL 5B WELL 5WELL 5WELL 5 WELL 5AWELL 5AWELL 5A COAL CREEKCOAL CREEKCOAL CREEK SPRINGSSPRINGSSPRINGS WELL 3AWELL 3AWELL 3A WELL 3BWELL 3BWELL 3B WELL 4WELL 4WELL 4 WELL 1WELL 1WELL 1 WELL 7WELL 7WELL 7 WELL 6WELL 6WELL 6 WELL 2WELL 2WELL 2 WEST HILLWEST HILLWEST HILL SPRINGSSPRINGSSPRINGS Figure 1 Wellhead Protection Location Map PM: BGC November 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 4200’ Note: Image from ESRI ArcGIS 4200’0’ Legend A Springs &<Well Area of Investigation 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Area where Osceola mudflow (Qom) aquitard is not present Water Service Boundary Auburn City Limits Active Railroad WhiteWhiteRiverRiverGGrreeeennRRiivveerr SSiimmoonnssCCrreeeekkCC oovviinnggttoonn CCrreeeekk GGrreeeennRRiivveerr BBiiggSSoooossCCrreeeekkLLiittttlleeSSoooossCCrJJ ee nn kkiinnssCC rree eekkPPuuyyaall ll uuppRRii vv eerr Auburn Municipal Airport King Pierce UV516 UV164 UV181 UV167 UV18 UV162 UV18 UV167 UV516 UV410 UV161 UV58 5 Figure 2 Hazard Site Location Map PM: BGC November 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 4167’ Note: Image from ESRI ArcGIS 4167’0’ Figure 3Figure 3Figure 3 Figure 4Figure 4Figure 4 Figure 5Figure 5Figure 5 Figure 7Figure 7Figure 7Figure 6Figure 6Figure 6 A WEST HILL SPRINGS 489 479 445 478 312 318 321 406 309 298 385 437 127 421 423 165 219 399 250 488 171 314 439 434 433 310 Figure 3 Hazard Site Location Map PM: BGC November 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 1000’ Note: Image from ESRI ArcGIS 1000’0’ Legend Hazard Ranking 0 - 5 6 - 173 174 - 260 261 - 347 347 - 433 434 - 520 Olympic Pipeline Water SourceASprings &<Well Area of Investigation 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Area where Osceola mudflow (Qom) aquitard is not present &< &< WELL 7 WELL 6 226 225 260 235 240 261 257 224 101 258 259 138 185 204 139 120 190 480 444 442 443 222 223 234 255 256 99 183 184 182 100 440 221 251 181 180 203 239 254 94 95 96 97 137 202 252 93 178 179 89 90 201 84 85 86 189 438 92 176 200 115 81 174 199 79 397 503 504 217 87 135 136 82 83 114 131 168 169 198 170 396 172 80 173 77 197 73 112 113 72 311 435 308 432 405 304 271303502216237 213 215232 246247 133 78 130 76 129 66 157 25 2640 38 39 110 162 307 477 126 158 47 48 160 306 431501 429 299 192 128 64 63 151 44 155 305 505 301 210 211212 270 150 186 34 300 403 294 284 70 22425 13 1 17 36 118 35 122 21 55 142 143144 295 296297 427 281 207 124 152 153 41 288 282 472 68243 276 208 286 287500 269 109 426 395 285 383 384 430 Figure 4 Hazard Site Location Map PM: BGC November 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 500’ Note: Image from ESRI ArcGIS 500’0’ Legend Hazard Ranking 0 - 5 6 - 173 174 - 260 261 - 347 347 - 433 434 - 520 Water Source Springs Well Area of Investigation 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Area where Osceola mudflow (Qom) aquitard is not present A &< &< &<&< COAL CREEK SPRINGS WELL 4 WELL 1 WELL 6 418 279 499 346 436 342 493 302 277 451 373 370 376 98 116 368414 29 30 31 105 71 65 67 361 362459 470 23 46 49 53 154 167 196 415 380 164 75 386 367 463 464 191 233 324327328 330 387 446 447508 332 449 450 410 485 372 91 88134 166 238 441 315 4550106108 193 132 392 456 59 123146 147 148 187 188195 1415 60 61 119 149 347 121 145 8 349 141 104102 353 140 317 409 509 513 163 175 496 24 3233 52 56 57 156 27 28 253 357 458 51 111 358 360 4 12 359 2 36 20 218 220 3741 4358 107 159194 209 236 249476 322 487 62 283 293 2000’0’Figure 5Hazard Site Location MapScale 1” = 2000’Note: Image from ESRI ArcGISLegend Hazard Ranking 0 - 5 6 - 173 174 - 260 261 - 347 347 - 433 434 - 520 Water SourceASprings &<Well Area of Investigation 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Area where Osceola mudflow (Qom) aquitard is not present King CountyT 21 N/R 05 EPM: BGCNovember 20141051-005BCity of Auburn: Water Comprehensive Plan Update &< &<&< &< WELL 5 WELL 3AWELL 3B WELL 4 419 417 29 278 420 416 471 280 402 9 474 422 290291292381 404 425 473 74 69 161 424 177 411 398 340341 400 482 388 336 448 334 510 491 214 188 195 329 490 228 408 326 227 268 323 407 248 245 244 145 506 241262264265266 206 263 267 275 Figure 6 Hazard Site Location Map PM: BGC October 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 1000’ Note: Image from ESRI ArcGIS 1000’0’ Legend Hazard Ranking 0 - 5 6 - 173 174 - 260 261 - 347 347 - 433 434 - 520 Water SourceASprings &<Well Area of Investigation 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Area where Osceola mudflow (Qom) aquitard is not present &< &< &< WELL 5B WELL 5 WELL 5A 375 371 467 374 377 466 364 365 460 483 465 363 484 469 455 355 378 379 468 511 390 391412 394 495 454 369 497 335 339 401 389 461 462 333 338 348 366 475 319 320 498 325 453 393 413 272 382428 273 313 507 337 512 350 354 229 486 481 331 343 205 351 457 356 117 230 231 289 452 345 344 352 242 492 494 103 Figure 7 Hazard Site Location Map PM: BGC November 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 2000’ Note: Image from ESRI ArcGIS 2000’0’ Legend Hazard Ranking 0 - 5 6 - 173 174 - 260 261 - 347 347 - 433 434 - 520 Water Source Springs Well Area of Investigation 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Area where Osceola mudflow (Qom) aquitard is not present WELL 5B WELL 5 WELL 5A COAL CREEK SPRINGS WELL 3A WELL 3B WELL 4 WELL 1 WELL 7 WELL 6 WELL 2 WEST HILL SPRINGS Figure 8 Zoning Map PM: BGC November 2014 1051-005B City of Auburn: Water Comprehensive Plan Update King County T 21 N/R 04 E Scale 1” = 4200’ Note: Image from ESRI ArcGIS 4200’0’ Legend Water Service Boundary Auburn City Limits Water Source Springs &<Well Olympic Pipeline 125 Zoning Industrial 16 Commercial 11 Mixed Use 10 Residential Low (1 DU/ACRE)274 Residential Medium (4-10 DU/ACRE) 18 Residential High (11+ DU/ACRE)19 Rural (1 DU/4 ACRES)7 Mining 54 Hazard Ranking Contaminant Source Inventory City of Auburn, WA 2024 Contaminant Source Inventory (CSI) Update ID Water Source Time of Travel Boundary Contaminant Source Name Street City State ZIP FSID Data Source Description Status Notes 1 Wells 2 and 6 6 month ALCAL SPECIALTY CONTRACTING WAREHOUSE 111 3RD ST NE AUBURN WA 98002 69581 Emergency/Haz Chem Rpt TIER2 Eliminated based on 2024 City Survey Invalid address 2 Wells 2 and 6 6 month Big Wheel Auto Parts 2 9461 DELRIDGE WAY SW SEATTLE WA 98106 86177265 Hazardous Waste Generator Eliminated based on 2024 City Survey Unable to find business in Auburn 3 Wells 3A and 3B 6 month Auburn Barrel Fire 1800 BLOCK OF 29TH SE AUBURN WA 98001 59751336 Hazardous Waste Generator Eliminated based on 2024 City Survey Water source is not in service 4 Wells 3A and 3B 6 month ROHR INC 3130 D ST SE AUBURN WA 98002-8034 61969547 Hazardous Waste Generator Emergency/Haz Chem Rpt TIER2 Toxics Release Inventory Hazardous Waste Planner Underground Storage Tank Water source is not in service 5 Well 7 6 month KING CNTY PARKS AUBURN POOL 516 4TH ST NE AUBURN WA 98002-5020 56127898 Emergency/Haz Chem Rpt TIER2 Water source is not in service 6 Well 7 6 month CHURCH OF JESUS CHRIST LDS 331 4TH ST NE AUBURN WA 98002 2439 Independent Cleanup Water source is not in service 7 Well 7 6 month B & G Cleaners 420 AUBURN WAY N AUBURN WA 98002 44716426 Hazardous Waste Generator Eliminated based on 2024 City Survey Water source is not in service. Now Mattress City 8 Well 7 6 month Goodyear Gemini Auto Service 423 AUBURN AVE AUBURN WA 98002 7639544 Hazardous Waste Generator Underground Storage Tank Eliminated based on 2024 City Survey Water source is not in service. Now, U Haul Neighborhood Dealer 9 Wells 3A and 3B 1 year PSE Christopher Substation 1002 37TH ST SE AUBURN WA 98002 22920 Emergency/Haz Chem Rpt TIER2 Water source is not in service 10 Wells 3A and 3B 1 year Gildo Ray School Improvements 1005 37TH ST SE AUBURN WA 98002 11586 Independent Cleanup Water source is not in service 11 Well 1 1 year Walgreens 7480 1701 Auburn Way S Auburn WA 98002-6348 99999855 Hazardous Waste Generator 12 Fulmer Wellfield 1 year EAST MAIN SHORT STOP 520 MAIN ST E AUBURN WA 98002 76772635 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 13 Fulmer Wellfield 1 year AUBURN TIRE CENTER 402 E MAIN ST AUBURN WA 98002 16219646 Underground Storage Tank Eliminated based on 2024 City Survey Office building with Zolas Café 14 Fulmer Wellfield 1 year Holiday Cleaners 430 E MAIN ST AUBURN WA 98002 52815618 Hazardous Waste Generator Voluntary Cleanup Sites Eliminated based on 2024 City Survey Closed per Yelp. Listed as VERSOLENKO CLEANERS on King County. 3708 S 304TH ST AUBURN WA 98001 15 Fulmer Wellfield 1 year Auburn City Imports 1148 E MAIN ST AUBURN WA 98002-5867 19777843 Underground Storage Tank Hazardous Waste Generator LUST Facility Haz Waste Management Activity 16 Fulmer Wellfield 1 year Arco 6120 1204 E MAIN ST AUBURN WA 98002 6214861 LUST Facility Hazardous Waste Generator Emergency/Haz Chem Rpt TIER2 Voluntary Cleanup Sites Underground Storage Tank Now a Shell gas station. Resent letter on 7/11/24 17 Fulmer Wellfield 1 year Gosney Motor Parts Inc 220 AUBURN WAY N AUBURN WA 98002 91199132 Hazardous Waste Generator Hazardous Waste Planner Haz Waste Management Activity 18 Fulmer Wellfield 1 year Auburn School Dist 408 Auburn HS 711 E MAIN ST AUBURN WA 98002 75264151 Hazardous Waste Generator Underground Storage Tank Haz Waste Management Activity Independent Cleanup 19 Fulmer Wellfield 1 year 7 ELEVEN FOOD STORE 230320249 1302 8TH NE AUBURN WA 98002 52518173 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 Voluntary Cleanup Sites 20 Fulmer Wellfield 1 year GREEN RIVER AUTOMOTIVE 810 HARVEY RD NE AUBURN WA 98002 75212439 Underground Storage Tank 21 Coal Creek Springs 5 year LAKE TAPPS GROCERY 18929 9TH AVE SUMNER WA 98390-6407 83174321 Underground Storage Tank Voluntary Cleanup Sites LUST Facility 22 Valley Wellfield 5 year WA PARKS Puget Sound Region HQ 1602 29TH ST SE AUBURN WA 98002 47562299 Hazardous Waste Generator LUST Facility Underground Storage Tank Haz Waste Management Activity Eliminated based on 2024 City Survey Invalid address 23 Valley Wellfield 5 year Pioneer Elementary School Auburn 2301 M St SE Auburn WA 98002 81432 Hazardous Waste Generator 24 Valley Wellfield 5 year Coal Creek Pump Station 2108 Howard RD Auburn WA 98001 6689 Underground Storage Tank Eliminated based on 2024 City Survey 25 Valley Wellfield 5 year 7 ELEVEN STORE 230314481L 1539 SE 21ST ST AUBURN WA 98002-0000 6556758 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 26 Valley Wellfield 5 year Canham Property 1225 21ST ST SE AUBURN WA 98002 7503879 State Cleanup Site Eliminated based on 2024 City Survey Remove from list. SFR property. Canham no longer property owner 27 Valley Wellfield 5 year Mikes Honda Parts Inc 2015 R ST SE AUBURN WA 98002 8592585 Hazardous Waste Generator Eliminated based on 2024 City Survey Invalid address 28 Valley Wellfield 5 year Valley Regional Fire Authority 1951 R St SE AUBURN WA 98002 7425 Independent Cleanup 29 Valley Wellfield 5 year AUBURN SHOPPING CENTER 1815 Howard Rd Auburn WA 98002 2421044 Voluntary Cleanup Sites Eliminated based on 2024 City Survey Invalid address 30 Valley Wellfield 5 year BP Service Station 11065 1111 17TH ST SE AUBURN WA 98002 98619798 Emergency/Haz Chem Rpt TIER2 LUST Facility Hazardous Waste Generator Voluntary Cleanup Sites Underground Storage Tank Haz Waste Management Activity 31 Valley Wellfield 5 year Rite Aid 5172 1509 AUBURN WAY S AUBURN WA 98002 6438351 Hazardous Waste Generator 32 Valley Wellfield 5 year ROGERS FURNITURE 1407 AUBURN WAY S AUBURN WA 98002 22372684 Underground Storage Tank Now, Habitat for Humanity Thirft store - Resent letter on 7/12/24 Page 1 of 4 City of Auburn, WA 2024 Contaminant Source Inventory (CSI) Update 33 Valley Wellfield 5 year PCL Construction Services Inc 1201 M ST SE UNIT A AUBURN WA 98002 77145631 Hazardous Waste Generator Now, Miles Gravel CO Muckleshoot Indian Tribe 39015 172ND AVE SE 34 Valley Wellfield 5 year Auburn Muffler & Brake Inc 1301 AUBURN WAY S AUBURN WA 98002-6743 4396551 Hazardous Waste Generator 35 Valley Wellfield 5 year AUBURN VALLEY YMCA 1005 12TH ST SE AUBURN WA 98002-6259 75864862 Underground Storage Tank 36 Valley Wellfield 5 year GREEN RIVER HOMES 1103 9TH ST SE AUBURN WA 98002-6230 15827666 Underground Storage Tank 37 Valley Wellfield 5 year U Haul Co of Auburn 917 AUBURN WAY S AUBURN WA 98002-6031 41255524 Underground Storage Tank Hazardous Waste Generator Underground Injection Control Eliminated based on 2024 City Survey Temporarily Closed per google. Vacant commercial building per King County. 38 Valley Wellfield 5 year 7 ELEVEN STORE 230325087J 813 AUBURN WAY S AUBURN WA 98002-0000 56122859 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 Location is now La Favorita Mexican Store. Resent on 7/12/24 39 Valley Wellfield 5 year BROWN BEAR CAR WASH 5473 814 AUBURN WAY S AUBURN WA 98002 1289197 Underground Storage Tank LUST Facility Voluntary Cleanup Sites 40 Valley Wellfield 5 year Cenex Harvest States Auburn 238 8TH ST SE AUBURN WA 98002 2487 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 Hazardous Waste Generator LUST Facility State Cleanup Site Enforcement Final 41 Valley Wellfield 5 year AUBURN ABANDONED FIRE Sta 700 AUBURN WAY S AUBURN WA 98002 2240 LUST Facility Underground Storage Tank Independent Cleanup Eliminated based on 2024 City Survey Invalid address 42 Valley Wellfield 5 year AUBURN CITY MAINTENANCE FACILITY AUBURN WAY S & SR 18 OFF RAMP AUBURN WA 98002 91188982 State Cleanup Site Eliminated based on 2024 City Survey 43 Valley Wellfield 5 year ConocoPhillips Site 2705928 601 AUBURN WAY S AUBURN WA 98002 12222643 Underground Storage Tank LUST Facility Haz Waste Management Activity Voluntary Cleanup Sites 44 Valley Wellfield 5 year U SAVE OIL CO AUBURN 615 AUBURN WAY S AUBURN WA 98002-6031 62451633 Emergency/Haz Chem Rpt TIER2 Eliminated based on 2024 City Survey Invalid address 45 Valley Wellfield 5 year BNSF Railway Company Auburn1 6TH & A ST SW AUBURN WA 98002 36586859 Hazardous Waste Generator Hazardous Waste Planner Haz Waste Management Activity Eliminated based on 2024 City Survey 46 Valley Wellfield 5 year QUICK STUFF 7758 524 A ST SE AUBURN WA 98002 3875407 Underground Storage Tank Hazardous Waste Generator Haz Waste Management Activity 47 Valley Wellfield 5 year Electrofinishing Co 510 A ST SE AUBURN WA 98002 2247 Hazardous Waste Generator State Cleanup Site Eliminated based on 2024 City Survey No longer at this address. Located in Kent per google. Now, POTTERY MFG 13306 SE 30TH ST BELLEVUE WA 98005 48 Valley Wellfield 5 year ARD LLC 512 A ST SE AUBURN WA 98002 192519 Hazardous Waste Generator Eliminated based on 2024 City Survey Invalid address 49 Valley Wellfield 5 year Auburn Auto Wrecking 512 A ST SE AUBURN WA 98002 3539302 Voluntary Cleanup Sites State Cleanup Site Eliminated based on 2024 City Survey Invalid address 50 Valley Wellfield 5 year Puget Sound Recycling 523 A ST SE AUBURN WA 98002 111375 Haz Waste Management Activity State Cleanup Site Eliminated based on 2024 City Survey Address brings up 119 A ST SE 98002 on King County owned by BNSF PO BOX 961089 FORT WORTH TX 76161 51 Valley Wellfield 5 year BURLINGTON NORTHERN RAILROAD UST 10211 15TH & A ST SECTION HOUSE AUBURN WA 98002 82446475 Underground Storage Tank Eliminated based on 2024 City Survey 52 Valley Wellfield 5 year PSE Mineral Oil Spill Auburn Way S 409 AUBURN WAY S AUBURN WA 98002 31784 State Cleanup Site Eliminated based on 2024 City Survey Invalid address 53 Valley Wellfield 5 year Unocal SS No 5377 407 AUBURN WAY S AUBURN WA 98002 33431837 Emergency/Haz Chem Rpt TIER2 Hazardous Waste Generator LUST Facility Underground Storage Tank Independent Remedial Actn Prg 54 Valley Wellfield 5 year SHELL STATION ALS SHELL 305 A ST SE AUBURN WA 98002 83888595 Emergency/Haz Chem Rpt TIER2 Underground Storage Tank Voluntary Cleanup Sites LUST Facility 55 Valley Wellfield 5 year ART FETTER LOGGING CO INC 525 R ST SE AUBURN WA 98002-5873 15264683 Underground Storage Tank Listed as Gravel pit - MUCKLESHOOT INDIAN TRIBE 39015 172ND AVE SE AUBURN WA 98092 56 Valley Wellfield 5 year Auburn Sunshine Ctr Cleaners 120 CROSS ST SE AUBURN WA 98002 75549945 Hazardous Waste Generator Eliminated based on 2024 City Survey Could not find business. Addess is for Fit City juice bar. 57 Valley Wellfield 5 year Q LUBE 1540 307 AUBURN WAY S AUBURN WA 98002 21867559 Underground Storage Tank 58 Valley Wellfield 5 year A Street Automotive 225 A ST SE AUBURN WA 98002 1195126 LUST Facility Underground Storage Tank Hazardous Waste Generator 59 Valley Wellfield 5 year Frontier Cleaners 126 AUBURN WAY S AUBURN WA 98002 36568747 Hazardous Waste Generator 60 Valley Wellfield 5 year 1342 SE 3rd St Auburn 1342 SE 3RD ST 3 AUBURN WA 98002 89653585 Hazardous Waste Generator Eliminated based on 2024 City Survey Apartment building Page 2 of 4 City of Auburn, WA 2024 Contaminant Source Inventory (CSI) Update 61 Valley Wellfield 5 year Shell Station 120849 201 AUBURN WAY S AUBURN WA 98002 53454594 Hazardous Waste Generator Emergency/Haz Chem Rpt TIER2 LUST Facility Hazardous Waste Planner Underground Storage Tank Haz Waste Management Activity 62 Valley Wellfield 5 year Chevron USA A St Auburn 206 A ST AUBURN WA 98002 61289713 Hazardous Waste Generator LUST Facility Underground Storage Tank Eliminated based on 2024 City Survey Incomplete address. 206 A St SE is a WaFD bank 63 Valley Wellfield 5 year Schucks Auto Supply 4204 222 A ST SE AUBURN WA 98002-5429 32854268 Hazardous Waste Generator Haz Waste Management Activity 64 Valley Wellfield 5 year Texaco Station 632320508 202 AUBURN WAY S AUBURN WA 98002 22669936 Emergency/Haz Chem Rpt TIER2 Hazardous Waste Generator Underground Storage Tank Eliminated based on 2024 City Survey Now, Timberland Bank 65 Valley Wellfield 5 year Dales Autobody 111 S DIVISION ST AUBURN WA 98001 86639153 Hazardous Waste Generator Eliminated based on 2024 City Survey No longer exists. Location is now the Verge apartments. 66 Valley Wellfield 5 year PACIFIC FIRST FACILITY 55 A ST SE AUBURN WA 98002 51983738 LUST Facility Underground Storage Tank Eliminated based on 2024 City Survey Now a retail building 67 Valley Wellfield 5 year SAFEWAY FUEL CTR 531 101 AUBURN WAY S AUBURN WA 98002 9403664 Underground Storage Tank Hazardous Waste Generator 68 Valley Wellfield 5 year Legacy Plaza Senior Living 21 S DIVISION ST AUBURN WA 98001 60822 Independent Cleanup 69 Valley Wellfield 5 year AUBURN PROMENADE PROJECT 12 & 16 DIVISION ST S in R-O- W AUBURN WA 98001 11202 Underground Storage Tank LUST Facility State Cleanup Site Voluntary Cleanup Sites Eliminated based on 2024 City Survey 70 Valley Wellfield 5 year Auburn City Main & Division 2 W Main St Auburn WA 98002 21171 Independent Cleanup 71 Valley Wellfield 5 year CAVANAUGH ACE HARDWARE 26 E MAIN ST AUBURN WA 98002-4903 42357767 Underground Storage Tank 72 Valley Wellfield 5 year WEST MAIN SHORT STOP 210 MAIN ST W AUBURN WA 98002 28758183 Emergency/Haz Chem Rpt TIER2 Underground Storage Tank 73 Valley Wellfield 5 year Venture Construction Inc 4005 W VALLEY HWY AUBURN WA 98071-0878 88323277 Underground Storage Tank 74 Valley Wellfield 5 year W Main St Auburn 1500 BLOCK OF W MAIN ST AUBURN WA 98002 27197361 Hazardous Waste Generator Eliminated based on 2024 City Survey 75 Valley Wellfield 5 year Lincoln Apartments 124 W MAIN ST AUBURN WA 98001 99826415 Hazardous Waste Generator Eliminated based on 2024 City Survey Now, Harold's Plumbing. 76 Valley Wellfield 5 year AUBURN CITY PARKS 25 W MAIN ST AUBURN WA 98001 51845861 Underground Storage Tank 77 Valley Wellfield 5 year AUBURN CITY OF 25 W MAIN ST AUBURN WA 98001 9576 Municipal SW Phase II Western WA GP AP Aquatic Mosquito Control GP 78 Valley Wellfield 5 year FRED MEYER FUEL 801 AUBURN WAY AUBURN WA 98002 7318689 Underground Storage Tank 79 Valley Wellfield 5 year AUBURN PROFESSIONAL PLAZA LLC 15 AUBURN AVE NE AUBURN WA 98002 99996979 Underground Storage Tank LUST Facility 80 Valley Wellfield 5 year SOUTHWIRE CO SEATTLE FASST SERVICE CENTER 3703 1ST NW AUBURN WA 98001 69124 Emergency/Haz Chem Rpt TIER2 Eliminated based on 2024 City Survey Invalid address 81 Valley Wellfield 5 year Bills Repair 132nd 107 S DIVISION AUBURN WA 98001 4257198 Hazardous Waste Generator Eliminated based on 2024 City Survey Address not found. Located at 34020 186th St SE Auburn, WA 98092 82 Valley Wellfield 5 year Vics Radiator Auburn 102 AUBURN WAY N AUBURN WA 98002 84278339 Hazardous Waste Generator Now Auburn Drivetrain. Resent letter 7/12/24 83 Valley Wellfield 5 year PHILLIPS 66 COMPANY SS070816 124 AUBURN WAY AUBURN WA 98002 94247487 Underground Storage Tank Eliminated based on 2024 City Survey No Phillips 66 in Auburn. Location is now Auburn Licensing Agency 84 Valley Wellfield 5 year LYLE & LOUISE SCHNEIDER AUBURN WA 98002-9999 61524452 Underground Storage Tank Eliminated based on 2024 City Survey 85 Valley Wellfield 5 year QWEST COMMUNICATIONS W00015 10 2ND ST SE AUBURN WA 98002 63931956 Hazardous Waste Generator Emergency/Haz Chem Rpt TIER2 Underground Storage Tank 86 Valley Wellfield 5 year Multicare Auburn Medical center 210 N Division St Auburn WA 98001 100000156 Non Enforcement Final 87 Valley Wellfield 5 year Tyson Heating Oil Tank 229 N DIVISION ST AUBURN WA 98001 64569 State Cleanup Site Eliminated based on 2024 City Survey Invalid address 88 Valley Wellfield 5 year JACKPOT FOOD MART 309 415 AUBURN WAY N AUBURN WA 98002 42261182 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 LUST Facility Voluntary Cleanup Sites Underground Injection Control 89 Valley Wellfield 5 year Scarff Ford Isuzu 501 AUBURN WAY N AUBURN WA 98002 13578522 Hazardous Waste Generator Underground Storage Tank 90 Valley Wellfield 5 year Mil Lor Co Inc 3210 B ST NE AUBURN WA 98002 5567739 Hazardous Waste Generator Eliminated based on 2024 City Survey Warehouse owned by The Feroy Family Trust 4014 110TH AV E 91 Valley Wellfield 5 year Mohawk Northern Plastics Inc 701 A ST NE AUBURN WA 98002-4026 1696293 Hazardous Waste Generator Hazardous Waste Planner Industrial SW GP Toxics Release Inventory SEA Project Site 92 Valley Wellfield 5 year Auburn Foreign Car Inc 725 AUBURN WAY N AUBURN WA 98002 57583297 Hazardous Waste Generator 93 Valley Wellfield 5 year Car Wash Enterprises CWE 814 AUBURN WAY S AUBURN WA 98002 22489285 Emergency/Haz Chem Rpt TIER2 Hazardous Waste Generator 94 Valley Wellfield 5 year Auburn One Hour Cleaners 911 HARVEY RD AUBURN WA 98002 24681824 Hazardous Waste Generator Revised Site Visit Program Page 3 of 4 City of Auburn, WA 2024 Contaminant Source Inventory (CSI) Update 95 Valley Wellfield 5 year FRED MEYER AUBURN 801 AUBURN WAY N AUBURN WA 98002 20474 Independent Remedial Actn Prg 96 West Hill Springs 5 year AT&T Wireless Auburn 2 5800 S 316TH ST AUBURN WA 98001-3843 47615657 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 97 West Hill Springs 5 year Mentzer Property 30610 52ND AVE S AUBURN WA 98001 3561 State Cleanup Site 98 Coal Creek Springs 10 year Tapps Lake Dike No 4 BONNEY LAKEWA 98390 98134177 Dam Site Eliminated based on 2024 City Survey 99 Coal Creek Springs 10 year Tapps Lake Dike No 5 BONNEY LAKEWA 98390 13594965 Dam Site Eliminated based on 2024 City Survey 100 Coal Creek Springs 10 year LAKE TAPPS COUNTY PARK 1715 198TH AVE E SUMNER WA 98390 7873982 Underground Storage Tank LUST Facility Voluntary Cleanup Sites Eliminated based on 2024 City Survey 101 Coal Creek Springs 10 year Tapps Lake Dike No 3 BONNEY LAKEWA 98390 76644586 Dam Site Eliminated based on 2024 City Survey 102 Valley Wellfield 10 year US EPA Hartung Property Auburn Resident 424 12TH ST SE AUBURN WA 98002 64661969 Hazardous Waste Generator 103 Valley Wellfield 10 year Auburn Valley Chevron 1156 AUBURN WAY S AUBURN WA 98002 5722273 Emergency/Haz Chem Rpt TIER2 Hazardous Waste Generator LUST Facility Underground Storage Tank Voluntary Cleanup Sites Enforcement Final 104 Valley Wellfield 10 year Terminal Park Elementary School 1101 D St SE Auburn WA 98002-6097 99997357 Hazardous Waste Generator 105 Valley Wellfield 10 year TERN BOAT PROPERTY 106 11TH ST SE AUBURN WA 98002 5576416 Underground Storage Tank Eliminated based on 2024 City Survey Location closed. Retail building per King County. 106 Valley Wellfield 10 year Steves Quality Auto Refinishin 114 11TH ST SE AUBURN WA 98002 51893897 Hazardous Waste Generator 107 Valley Wellfield 10 year RENTAL MARTS UST 4275 1018 AUBURN WAY S AUBURN WA 98002-6132 85372715 Underground Storage Tank Eliminated based on 2024 City Survey Now a parking lot. 108 Valley Wellfield 10 year BURLINGTON NORTHERN RR AUBURN A ST SE & SE 9TH ST AUBURN WA 98002 2573 State Cleanup Site Eliminated based on 2024 City Survey 109 Valley Wellfield 10 year Pep Boys 1471 Auburn 220 8th St SE Auburn WA 98002 7374 Hazardous Waste Generator Haz Waste Management Activity Eliminated based on 2024 City Survey Location closed 110 Valley Wellfield 10 year Laramore Enterprises Corp Auburn 124 7th St SE Auburn WA 98002 26509 Hazardous Waste Generator Hazardous Waste Planner 111 Valley Wellfield 10 year AUBURN PRINT33 LS051 3RDSUB MP 21.5 A ST SE & SE 7TH ST AUBURN WA 98001 53142972 LUST Facility Underground Storage Tank Eliminated based on 2024 City Survey 112 Valley Wellfield 10 year Associated Sign Graphics 535 C ST SW AUBURN WA 98001-5907 97852292 Hazardous Waste Generator 113 Valley Wellfield 10 year Bartkowski Property 110 2nd St SW Auburn WA 98002 99997176 Underground Storage Tank Owned by Sound Transit 401 S JACKSON ST SEATTLE WA 98104 114 Valley Wellfield 10 year AUBURN PRINT466 LS51 3RDSUB MP 22 7TH 15TH & A ST AUBURN WA 98001 75229551 Underground Storage Tank Eliminated based on 2024 City Survey 115 Valley Wellfield 10 year Wickham & Sons 23 A ST SW AUBURN WA 98001 2728393 Hazardous Waste Generator Hazardous Waste Planner LUST Facility Underground Storage Tank Voluntary Cleanup Sites Eliminated based on 2024 City Survey Invalid address 116 Valley Wellfield 10 year Auburn Collision Center 233 W MAIN AUBURN WA 98001 31398434 Hazardous Waste Generator LUST Facility Underground Storage Tank 117 Valley Wellfield 10 year V DUB CENTRAL 123 W MAIN ST AUBURN WA 98001 56777688 Hazardous Waste Generator Underground Storage Tank Eliminated based on 2024 City Survey Now, Main Street Garage. C/O MICHAEL JOHN KLEIN CPA 5737 KANAN RD #627 118 Valley Wellfield 10 year UNOCAL BULK PLANT 0028 112 3RD ST NW AUBURN WA 98001 2448 LUST Facility Hazardous Waste Generator Underground Storage Tank Independent Cleanup 119 Valley Wellfield 10 year DON SMALL & SONS DIST CO AUBURN 112 3RD ST NW AUBURN WA 98001 59342541 Emergency/Haz Chem Rpt TIER2 Industrial SW GP 120 Valley Wellfield 10 year CORLISS REDI MIX INC 29910 ENUMCLAW CHINOOK PASS HWY ENUMCLAWWA 98022 84521135 Underground Storage Tank Eliminated based on 2024 City Survey 16805 64th St E Sumner Wa, 98390 address per google. 121 Valley Wellfield 10 year DASCOMP INC 19 CLAY ST NW AUBURN WA 98002 46324771 Underground Storage Tank Mailing Address P O BOX 988 AUBURN, WA 98071-0988 Resent letter on 122 Valley Wellfield 10 year WR GRACE & CO CONST PROD DIV 110 SW ST AUBURN WA 98002 5614998 Underground Storage Tank Eliminated based on 2024 City Survey No an actual address 123 Valley Wellfield 10 year FRITO LAY SALES DIST CENTER UST 10545 302 WESTERN ST NW AUBURN WA 98002 83727478 Underground Storage Tank Emergency/Haz Chem Rpt TIER2 124 Valley Wellfield 10 year LEA HILL PUMP STATION 10406 LEA HILL RD AUBURN WA 98001 53452247 Underground Storage Tank Eliminated based on 2024 City Survey 125 Valley Wellfield 10 year MILES SAND & GRAVEL COMPANY INC AUBURN 1201 M ST SE AUBURN WA 98002-6707 87547247 Underground Storage Tank Sand and Gravel GP Duplicate on list. Resent letter on 7/11/24. Miles Gravel Muckleshoot Indian Tribe 39015 172ND AVE SE Auburn, WA 98092 126 West Hill Springs 10 year Federal Way Water Dist 305th S 5600 BLK S 305TH ST AUBURN WA 98001 33656732 Hazardous Waste Generator Page 4 of 4 2024 Updated Wellhead Protection Area CSI Maps K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\WHPA\WHPA.aprx 5/21/2024 2:02 PM Julia.KingCOAL CREEK SPRINGS WEST HILL SPRINGS WELL 3AWELL 3B WELL 5B WELL 7 WELL 5A WELL 4 WELL 5 WELL 2 & 6 WELL 1 May 2024 Legend 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Hazard Site Spring Well Auburn City Limits Retail Water Service Area 0 4,0002,000 Feet Data Sources:List all data sources, e.g. Public Utility, Sept 2020; Metropolis City, April 2018. Service Layer Credits: World Terrain Base: King County, WA State Parks GIS, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, USDA, USFWS Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet Disclaimer: Consor and The City of Auburn make no representations, express or implied, as to the accuracy, completeness and timeliness of the information displayed. This map is not suitable for legal, engineering, or surveying purposes. Notification of any errors is appreciated.Project No. 22-3425Hazard Site Location Map City of Auburn Comprehensive Water System Plan May 2024 Figure 1 Figure 2 Figure 3 Figure 4 Wellhead Protection Area Hazard Sites - Overview Map K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\WHPA\WHPA.aprx 5/21/2024 2:02 PM Julia.KingWEST HILL SPRINGS May 2024 Legend 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Hazard Site Spring Sanitary Control Area Auburn City Limits Retail Water Service Area 0 4,0002,000 Feet Data Sources:List all data sources, e.g. Public Utility, Sept 2020; Metropolis City, April 2018. Service Layer Credits: World Terrain Base: Esri Community Maps Contributors, King County, WA State Parks GIS, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet Disclaimer: Consor and The City of Auburn make no representations, express or implied, as to the accuracy, completeness and timeliness of the information displayed. This map is not suitable for legal, engineering, or surveying purposes. Notification of any errors is appreciated.Project No. 22-3425Hazard Site Location Map City of Auburn Comprehensive Water System Plan May 2024 Wellhead Protection Area Hazard Sites - Figure 1 K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\WHPA\WHPA.aprx 5/21/2024 2:02 PM Julia.KingWELL 7 WELL 4 WELL 2 & 6 WELL 1 May 2024 Legend 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA Hazard Site Well Sanitary Control Area Auburn City Limits Retail Water Service Area 0 4,0002,000 Feet Data Sources:List all data sources, e.g. Public Utility, Sept 2020; Metropolis City, April 2018. Service Layer Credits: World Terrain Base: Esri Community Maps Contributors, King County, WA State Parks GIS, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet Disclaimer: Consor and The City of Auburn make no representations, express or implied, as to the accuracy, completeness and timeliness of the information displayed. This map is not suitable for legal, engineering, or surveying purposes. Notification of any errors is appreciated.Project No. 22-3425Hazard Site Location Map City of Auburn Comprehensive Water System Plan May 2024 Wellhead Protection Area Hazard Sites - Figure 2 K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\WHPA\WHPA.aprx 4/4/2024 1:45 PM Julia.King¨¨ ¨ ¨ ¨ WELL 3A WELL 3B WELL 5B WELL 5A WELL 5 April 2024 Legend 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA ¨Well Hazard Site Sanitary Control Area Auburn City Limits Retail Water Service Area 0 4,0002,000 Feet© Data Sources:List all data sources, e.g. Public Utility, Sept 2020; Metropolis City, April 2018. Service Layer Credits: World Terrain Base: Esri Community Maps Contributors, King County, WA State Parks GIS, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet Disclaimer: Consor and The City of Auburn make no representations, express or implied, as to the accuracy, completeness and timeliness of the information displayed. This map is not suitable for legal, engineering, or surveying purposes. Notification of any errors is appreciated.Project No. 22-3425City of Auburn Comprehensive Water System Plan April 2024 Wellhead Protection AreaHazard Sites - Figure 3 K:\TAC_Projects\22\3425 - Auburn Water System Plan\07 GIS\Exhibits\WHPA\WHPA.aprx 4/4/2024 1:45 PM Julia.King{ ¨ COAL CREEKSPRINGS WELL 5A April 2024 Legend 6 Month WHPA 1 Year WHPA 5 Year WHPA 10 Year WHPA ¨Well {Spring Hazard Site Sanitary Control Area Auburn City Limits Retail Water Service Area 0 4,0002,000 Feet© Data Sources:List all data sources, e.g. Public Utility, Sept 2020; Metropolis City, April 2018. Service Layer Credits: World Terrain Base: Esri Community Maps Contributors, King County, WA State Parks GIS, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, US Census Bureau, USDA, USFWS Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet Disclaimer: Consor and The City of Auburn make no representations, express or implied, as to the accuracy, completeness and timeliness of the information displayed. This map is not suitable for legal, engineering, or surveying purposes. Notification of any errors is appreciated.Project No. 22-3425City of Auburn Comprehensive Water System Plan April 2024 Wellhead Protection AreaHazard Sites - Figure 4 2024 Notification Letter Templates MM/DD/2024 To whom it may concern, The City of Auburn (City) relies on groundwater for our drinking water source, and a Wellhead Protection Plan (Plan) has been developed to help maintain drinking water quality for City residents. The Plan is based on the Washington Department of Health (DOH) Washington Administrative Code (WAC) 246-290-135(3) regulations. As part of that Plan, maps were prepared that show the Wellhead Protection Areas (WHPA), which are the areas around each well where chemical spills or other sources of contamination may contaminate the water source. The City has approximately 15,000 service connections and serves approximately 64,000 residents. There are several sources within our system that were rated as highly susceptible to contamination by DOH. This means that surface spills could potentially infiltrate into the aquifer, placing our water sources at risk. The City of Auburn’s WHPAs are shown on the enclosed maps. Our records indicate that your property is located within the City’s WHPAs and that activities on the property may include the generation, use, or storage of chemicals or hazardous substances. This notice is a reminder that your business, or the business on your property, can help protect our drinking water by preventing the release of chemicals and hazardous substances onto the ground, to stormwater systems, and to septic systems. Prevention methods include the following: - Providing proper storage of chemicals on site, and regular inspection of storage areas and containers, to ensure that containers or tanks are not leaking. - Verifying that the site has up-to-date spill plans and training for sta6 so that on-site sta6 know what to do if a spill does occur. As the potential exists that a contaminant spill on your facility property may adversely impact the City’s drinking water supply, please notify the City immediately in the event of a contaminant spill at 253-931-3048 on weekdays between 6:00AM and 3:30PM or call 911 if outside these timeframes. All spills in King County should be reported to the Department of Ecology by dialing 206-594-0000. Thank you for assisting us in protecting our water supply. If you have any questions, please contact me at 256-931-3086 or via email at rvondrak@auburnwa.gov. Sincerely, Ryan L. Vondrak, P.E. Utilities Engineering Manager City of Auburn LETTER OF NOTIFICATION – SITE WITHIN AN AUBURN WELLHEAD PROTECTION AREA MM/DD/2024 To [ Agency/Local Government ], The City of Auburn (City) relies on groundwater for our drinking water source, and a Wellhead Protection Plan (Plan) has been developed to help maintain drinking water quality for City residents. The Plan is based on the Washington Department of Health (DOH) Washington Administrative Code (WAC) 246-290-135(3) regulations. As part of that Plan, maps were prepared that show the Wellhead Protection Areas (WHPA), which are the areas around each well where chemical spills or other sources of contamination may contaminate the water source. Per DOH, the City must coordinate with agencies responsible for incident/spill response procedures. The City has approximately 15,000 service connections and serves approximately 64,000 residents. There are several sources within our system that were rated as highly susceptible to contamination by DOH. The enclosed maps show the 6-month, 1-year, 5-year, and 10-year time-of-travel boundaries for our WHPAs. We’re also sending you a list of facilities or activities of concern. The findings of the Plan indicate that, due to geologic setting, there is only limited protection for the City’s aquifer from low-permeability materials at the ground surface. Therefore, surface spills could quickly infiltrate into the groundwater, placing our water sources at risk. Regardless of the apparent surface material conditions, care should still be exercised because the geologic conditions can vary substantially over short distances. The City asks that you consider the protection of our sources when responding to chemical spills or other sources of contamination. If you are responding to a chemical spill or other hazard that is located within the WHPA, and there may be a risk of contamination of City sources, please take a moment and include us in your spill response plan by contacting the City at 256-931-3048, on weekdays between 6:00AM and 3:30PM, or call 911 if outside these timeframes. Thank you for your support in protecting the City’s drinking water supply. If you have any questions, please contact me at 253-931-3086 or via email at rvondrak@auburnwa.gov. Sincerely, Ryan L. Vondrak, P.E. Utilities Engineering Manager City of Auburn LETTER OF NOTIFICATION – AUBURN CONTAMINANT SOURCE INVENTORY UPDATE 2024 Water Source Loss Mitigation Plan Page 1 SOP 5.2.1 Water Source Loss Mitigation Plan Potential threats applicable for all sources: Contamination, Earthquake, and Physical Assault. Coal Creek Springs – Capacity 3,500 gpm Additional potential threats: Flood, Landslide, Wildfire, Volcano/Lahar If no water is available from Coal Creek Springs, Well No. 4 and Well No.1 will continue to supply water to Reservoir 1. Operators may have to lower the operating position of the 16 inch pressure reducing valve (PRV) at Howard Road Treatment Facility to maintain adequate water supply in Reservoir 1. More reliance will be placed on Well No. 4, Well No. 1, Well No. 2 and Well No. 6. Perhaps not critical to normal operation, getting this facility back online is of high priority. Notify Parks Department that Game Farm Wilderness will not have water until this source is returned to operation. 16 Inch PRV at Howard Road Treatment Facility Should auto-control of the 16 inch PRV be lost, this valve may be opened or closed locally by the control panel located in the vault. If the PRV is completely out of service, Valley Service Area pressure can still be controlled by use of a stand-by 8 inch PRV located adjacent to the 16 inch valve. The 8 inch valve is a strictly manual valve. Control is adjusted by manipulation of the pilot control valve (CRD). A supplemental PRV to the 8 inch PRV is located at 25th & K Street SE. This is a 12 inch PRV and is manually adjusted by manipulation of the pilot control valve (CRD). 25th St SE and K St SE PRV If the water produced by Well No. 4 is not needed or cannot reach Reservoir 1, the water can be sent directly into the Valley Service Area by changing valving and making use of this PRV. Valve off Well No. 4 discharges to Reservoir 1 (valve # 2151), open valve 2152 to valley zone. Turn on Well No. 4. Set operation setpoint for Reservoir 1 level to unobtainable level to keep Well No. 4 running in Auto. If Reservoir 1 level signal is not available, Well No. 4 will need to be run in “Manual Mode” locally. If Well No. 4 flow is not needed, force it to shut down by changing Res 1 level setpoint. Page 2 Well No. 1 – Capacity 2,100 gpm Additional potential threats: Flood, Volcano/Lahar Loss of Well No. 1 is not critical for maintaining domestic use and fire protection, however it would be important to restore it as soon as possible. Should this station be out of service, Wells 4, 2, and 6, as well as Coal Creek Springs will continue to provide water to the valley. Operators may have to lower the operating position of the 16 inch PRV at Howard Road Treatment Facility to maintain adequate water supply in Reservoir 1. Well No. 4 – Capacity 2,600 gpm Additional potential threats: Flood, Volcano/Lahar Water from Well No. 4 is not critical for maintaining domestic use and fire protection. If no water is available from Well No. 4, water from Coal Creek Springs and Well No. 1 will continue to supply the Valley Service Area. Operators may have to lower the operating position of the 16 inch PRV at Howard Road Treatment Facility to maintain adequate water supply in Reservoir 1. Significantly more reliance will be placed on Coal Creek Springs, Wells 1, 2, and 6. The operation of Well No. 4 is normally controlled by the water level in Reservoir 1. However, there is the option of controlling Well No. 4 by Reservoir 2 through the SCADA telemetry page for Well No. 4. On/off levels for the well will have to be changed to that of Well No. 2 and No. 6. Well No. 2 and Well No. 6 – Capacity 1,115 gpm and 1,200 gpm Additional potential threats: Flood Water from this facility is critical for maintaining domestic use and fire protection. If no water is available from one of these two wells (if one well is out of service), changes to the normal operation of the water system will be required. The 16 inch PRV at Howard Road Treatment Facility may need to be opened moderately to maintain sufficient water supply in Reservoir 2. More reliance will need to be placed on the operation of Well No. 1 and No. 4, as well as Coal Creek Springs. The B Street Tacoma intertie may need to be opened as well. However, because these two wells are so close to each other, and because they share power and telemetry, loss of both wells should be considered. If no water is available from either well, a greater reliance will be placed on all sources, especially Well No. 1 and No. 4, as well as Coal Creek Springs. The B Street Tacoma intertie may need to be opened as well. The 16 inch PRV at Howard Road Treatment Facility will have to be opened to maintain sufficient water supply in Reservoir 2. Well No. 5 – Capacity 760 gpm Water from Well No. 5 is not critical for maintaining domestic use and fire protection. If no water is available from Well No. 5, water will continue to be supplied by Well No. 5A. Water will also continue to be supplied by Terrace View Booster Pump Station (PS). Water may have to be procured from Bonney Lake Water Utility to meet demand via the emergency intertie. As a last option, water may be supplied by means of the portable pump. Page 3 Well No. 5A – Capacity 180 gpm If no water is available from Well No. 5A, water will be supplied by Well No. 5 and Terrace View Booster PS. During peak demand summer months, it may be necessary to procure water from Bonney Lake Water Utility through the emergency intertie to supplement water from Well No. 5. Perhaps not critical to normal operation, getting this facility back online is of high priority. West Hill Springs – Capacity 600 gpm Additional potential threats: Landslide Water from West Hill Springs is not critical for maintaining domestic use and fire protection. If no water is available from West Hill Springs, no modifications to the operation of the water system will be needed. Water will continue to be supplied from other sources. Well No. 3A and Well No. 3B - Capacity 0 gpm Additional potential threats: Flood Wells No. 3A and No. 3B are not in service due to high manganese and iron levels and have no impact on water supply. However, it should be noted that both wells are operational and can be utilized, if necessary, during emergency scenarios. Wells No. 3A and No. 3B each have a capacity of 1,650 gpm (3,300 gpm total). These wells do not have chlorine or operational chlorine equipment on site, and complaints regarding color and staining may be received should the wells be put into operation. Well No. 5B – Capacity 0 gpm Well No. 5B is not in service and has no impact on water supply. Well No. 7 – Capacity 0 gpm Additional potential threats: Flood Well No. 7 is not in service and has no impact on water supply. Susceptibility Forms APPENDIX U Facility Name Natural Hazard Distribution System Earthquake, Flood Reservoir 1 Earthquake Reservoir 2 Earthquake Reservoir 4A Earthquake Reservoir 4B Earthquake Reservoir 5 Earthquake Reservoir 6 Earthquake Reservoir 8A Earthquake Reservoir 8B Earthquake Intertie Pump Station (Wholesale) Earthquake Lea Hill Booster Pump Station (BPS) Earthquake Lea Hill Pump Station Earthquake, Flood Green River Pump Station Earthquake, Flood Game Farm Park Pump Station Earthquake Lakeland Hills BPS Earthquake Terrace View BPS Earthquake Fulmer Field Treatment Facility (pumps)Earthquake Howard Road Treatment Facility (pumps) Earthquake Academy Pump Station 3 Earthquake Academy East BPS Earthquake Coal Creek Springs Earthquake West Hill Springs Earthquake Fulmer Field Treatment Facility Earthquake Howard Road Treatment Facility Earthquake Terrace View BPS Earthquake Well 1 Earthquake Well 4 Earthquake Well 5A Earthquake Well 1 Earthquake, Flood, Volcano/Lahar Well 2 Earthquake, Flood Well 3A Earthquake, Flood Well 3B Earthquake, Flood Well 4 Earthquake, Flood, Volcano/Lahar Well 5 Earthquake Well 5A Earthquake Well 5B Earthquake Well 6 Earthquake, Flood Well 7 Earthquake, Flood Coal Creek Springs Earthquake, Wildfire, Flood, Ice Storm, Landslide, Volcano/Lahar West Hill Springs Earthquake, Wildfire, Ice Storm, Landslide * Natural hazards and risks are taken from the City's 2020 Vulnerability Assessments and the City's 2020 Risk and Resiliency Assessment (RRA). Asset Natural Hazard Susceptibility Table Pump Stations Reservoirs Treatment Facilities Sources June 2024 2024 Water System Plan - City of Auburn Page 1 of 1 APPENDIX V Water System Design Manual Fillable Form Worksheet 4-1—ERU Capacity Summary 6/1/2021 Water System Design Manual 102 DOH 331-123, June 2020 Specific Single-Family Residential Connection Criteria (Measured or estimated demands.) Average Day Demand (ADD): 182 gpd/ERU. Maximum Day Demand (MDD) 322 gpd/ERU. Water System Connections Correlated to ERUs Service Classification Total MDD for the classification, gpd Total # Connections in the classification ERUs Residential Single-family 3,911,748 12,153 12,153 Multifamily 2,999,923 1,131 9,320 Nonresidential Industrial 1,020,374 1 3,170 Commercial 2,564,334 1,342 7,967 Governmental 23,903 35 74 Agricultural (Irrigation) 1,081,022 648 3,359 Recreational (Schools) 222,136 59 690 Other (specify)(Wholesale) 692,157 5 2,150 DSL 616,203 N/A 1,914 Other (identify)(Non-Billed) 26,831 N/A 83 Total existing ERUs (Residential + Nonresidential + DSL + Other) =40,881 Service Capacity as ERUs and Gallons Per Day Water System Component (Facility)ERU Capacity for Each Component GPD Capacity for Each Component Source(s)63,904 20,569,200 Treatment 74,333 23,926,000 Equalizing Storage -- Standby Storage 44,125 10,590,000 Transmission -- Water Rights (Qa and Qi)71,744 for Qi 102,938 for Qa 23,092,800 for Qi 18,749,377 for Qa Other (specify)-- Water System Service Capacity (ERUs) = 44,125 (Based on the limiting water system component shown above.) Note: For the purposes of capacity analyses and water system plans, this form needs to be accompanied by the calculations that were used to come up with the ERU capacity figures. Water System Design Manual 103 DOH 331-123, June 2020 Notes  Capacity determinations are only for existing facilities that are operational for the water system.  Not shown above are distribution system limitations (Section 4.5.4) on ERUs because these are location- specific within the distribution system. These limits are not expected to limit the ERU capacity of the entire water system. Attachment A: Documenting Capacity Evaluation (Example) This example shows how to document the results of a water system's service capacity evaluation. See Section 3.12 for examples that show how to derive these values. Average Day Demand Maximum Day Demand ERUADD 425 gpd/ERU ERUMDD 725 gpd/ERU Water System Connections Correlated to ERUs Service Classification Total for the classification, gpd Total # Connections in the classification ERUs Residential Single-family 101,000 (MDD) 139 139 Multifamily 5,000 (MDD) 10 7 Nonresidential Industrial 150,000 (MDD) 207 Commercial 20,000 (MDD) 3 28 Governmental 10,000 (MDD) 1 14 Agricultural N/A N/A Recreational 5,000 (MDD) 2 7 Other (specify) N/A DSL 35,000 gpd N/A 48 Totals 326,000 gpd 156 connections 450 ERUs Service Capacity as ERUs and Gallons Per Day Water System Component (Facility) ERU Capacity for Each Component Gallons/GPD Capacity for Each Component Source(s) 496 360,000 gpd Treatment No treatment provided No treatment provided Equalizing Storage 501 53,000 gallons Standby Storage 600 Local standard = 300 gal/ERU 180,000 gallons Transmission >600 Determined ample Water Rights (Qa and Qi) 705 for Qa 496 for Qi 330 ac-ft. per year (0.3 MGD) 250 gpm (0.36 MGD) Water System Service Capacity (ERUs) = 496 (Based on the limiting water system component shown above.) In this example, the water system demonstrates an excess capacity of 46 ERUs (496 - 450 = 46). We assume each future connection will use water consistent with an ERU. The example assumes that the addition of new connections will not result in an increase in the system's current DSL (i.e., build-out rather than expansion of the distribution system). APPENDIX W City of Auburn Water System Plan Capital Improvement Projects Schedule 2024 Type Start Year End Year Duration Name CIP or CFP ID Capacity/Non-capacity Total Project Cost 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 Active Projects (In Design or Construction) Distribution 2024 2024 1 104th Park Development (104th to 102nd Water Main Loop)CP1619 Non-CAP $ 350,000 350,000$ Distribution 2024 2024 1 104th Avenue SE PRV Replacement CP2301 Non-CAP $ 390,475 390,475$ Distribution 2024 2025 2 C St SW Preservation CP2123 Non-CAP $ 1,802,075 901,038$ 901,038$ Distribution 2024 2024 1 Coal Creek Springs Transmission Main Replacement CP1603 Non-CAP $ 4,450,422 4,450,422$ Distribution 2024 2024 1 D St SE and 23rd Street SE Storm Improvements CP2125 Non-CAP $ 2,285,677 2,285,677$ Supply 2024 2024 1 Well 4 Facility Improvements CP2021 Non-CAP $ 884,822 884,822$ Supply 2024 2025 2 Well 4 Electrical Improvements CP2403 Non-CAP $ 1,050,000 200,000$ 850,000$ Distribution 2024 2025 2 112th Pl SE Water Main Replacement CP2410 Non-CAP $ 2,100,000 255,000$ 1,845,000$ Distribution 2025 2025 1 Auburn Way South - Hemlock St SE to Poplar St SE CP1622 Non-CAP $ 2,398,000 2,398,000$ Distribution 2024 2024 1 Garden Avenue Realignment CP2022 Non-CAP $ 699,797 699,797$ Distribution 2024 2026 3 M Street NE Widening CP2210 Non-CAP $ 357,000 37,000$ 320,000$ Distribution 2025 2026 2 R Street SE Widening CP2116 Non-CAP $ 1,762,488 100,000$ 1,662,488$ Distribution 2024 2025 2 R St SE and 21st St SE Roundabout CP2308 Non-CAP $ 544,897 61,897$ 483,000$ Distribution 2024 2024 1 R St SE Preservation - 33rd St SE to 37th St SE CP2315 Non-CAP $ 301,850 301,850$ Distribution 2024 2027 4 Lea Hill Road/104th Ave SE Roundabout CP2319 Non-CAP $ 850,000 100,000$ 150,000$ 600,000$ Supply 2024 2024 1 Fulmer Treatment Facility VFD Replacements CP2405 Non-CAP $ 175,000 175,000$ Storage 2024 2024 1 Reservoirs 4 and 8 Seismic Rehabilitation CP2219 Non-CAP $ 1,433,871 1,433,871$ Distribution 2024 2025 2 12th St SE and Auburn Way South Water R&R CP2404 Non-CAP $ 636,000 318,000$ 318,000$ Distribution 2024 2025 2 2025 Local Street Preservation CP2412 Non-CAP $ 725,000 65,000$ 660,000$ Distribution 2024 2026 3 2026 Local Street Preservation Non-CAP $ 1,073,000 50,000$ 150,000$ 873,000$ Supply 2024 2024 1 Coal Creek Springs Flowmeter Replacement CP2329 Non-CAP $ 375,017 375,017$ General 2024 2024 1 Comprehensive Water System Plan Update - 2024 CP2134 Non-CAP $ 250,000 250,000$ Supply 2024 2024 1 Coal Creek Springs Rehabilitation - Phase 1 CP2209 Non-CAP $ 75,614 75,614$ Storage 2024 2025 2 Reservoir 2 Valves CP2413 Non-CAP $ 2,268,750 68,750$ 2,200,000$ Supply 2024 2024 1 Algona Well 1 Study - Phase 1 Non-CAP $ 50,000 50,000$ Storage 2024 2024 1 Valley Service Area Reservoir No. 3 Siting Analysis Non-CAP $ 50,000 50,000$ Pump Station 2024 2024 1 Braunwood Pump Station Assessment Non-CAP $ 40,000 40,000$ Supply Supply 2024 2029 6 Cascade Water Alliance Water Purchase S-01 CAP $ 5,608,860 934,810$ 934,810$ 934,810$ 934,810$ 934,810$ 934,810$ Supply 2024 2044 21 Water Resources Protection Program S-02 Non-CAP $ 1,287,700 87,700$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ Supply 2025 2044 7 Rehabilitate & Clean Wells 2 and 6 (3-year Cycle) S-03 Non-CAP $ 1,750,000 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ 250,000$ Supply 2026 2027 2 Well Inspection and Redevelopment Program S-04 Non-CAP $ 420,000 210,000$ 210,000$ Supply 2026 2027 2 On-Site Chlorine Generation Systems (OSEC) at Wells 1 and 4 S-05 Non-CAP $ 275,000 100,000$ 175,000$ Supply 2026 2027 2 Fulmer CCTF Replace On-Site Chlorine Generation System (OSEC)S-06 Non-CAP $ 500,000 150,000$ 350,000$ Supply 2026 2028 3 Well 5/5A Upgrades S-07 CAP $ 2,715,000 950,000$ 265,000$ 1,500,000$ Supply 2027 2030 4 Coal Creek Springs Rehabilitation - Phase 2 S-08 CAP $ 5,337,000 500,000$ 1,000,000$ 2,000,000$ 1,837,000$ Supply 2030 2031 2 Coal Creek Springs Chlorination Building Replacement S-09 Non-CAP $ 2,081,000 520,250$ 1,560,750$ Supply 2030 2032 3 Well 7 Treatment Phase 1 S-10 CAP $ 10,097,000 1,500,000$ 2,597,000$ 6,000,000$ Supply 2030 2031 2 Well 2 Replacement S-11 CAP $ 1,960,000 400,000$ 1,560,000$ Supply 2032 2033 2 Howard Road CCTF Expansion S-12 CAP $ 1,450,000 450,000$ 1,000,000$ Supply 2032 2033 2 Well 7 Back-Up Power S-13 CAP $ 2,075,000 414,961$ 1,660,039$ Supply 2033 2035 3 Well 7 Treatment Phase 2 S-14 CAP $ 8,054,000 1,654,000$ 3,800,000$ 2,600,000$ Supply 2036 2038 3 Wells 3A/3B Treatment S-15 CAP $ 13,945,000 2,789,000$ 4,978,000$ 6,178,000$ Supply 2039 2039 1 Algona Well 1 Study - Phase 2 S-16 Non-CAP $ 250,000 250,000$ Storage Storage 2024 2044 21 Reservoir Repair and Replacements R-01 Non-CAP $ 1,392,000 192,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ 60,000$ Storage 2025 2044 20 Reservoir Painting (10-year Cycle)R-02 Non-CAP $ 3,500,000 250,000$ 1,500,000$ 250,000$ 1,500,000$ Storage 2027 2027 1 Academy PRV Project R-03 CAP $ 470,000 470,000$ Storage 2027 2027 1 Reservoir Capital Improvements R-04 Non-CAP $ 470,000 470,000$ Storage 2039 2040 2 Braunwood Reservoir Improvements R-05 Non-CAP $ 250,000 70,000$ 180,000$ Storage 2041 2044 4 Valley Service Area Reservoir No. 3 R-06 CAP $ 11,745,000 250,000$ 1,250,000$ 3,000,000$ 7,245,000$ Pump Stations Pump Station 2024 2026 3 Intertie Pump Station/Lea Hill BPS Improvements PS-01 CAP $ 2,325,000 75,000$ 250,000$ 2,000,000$ Pump Station 2027 2029 3 Lea Hill Pump Station Replacement PS-02 Non-CAP $ 6,365,000 765,000$ 3,000,000$ 2,600,000$ Pump Station 2034 2035 2 Braunwood Pump Station Mechanical Upgrades PS-03 Non-CAP $ 250,000 70,000$ 180,000$ Pump Station 2034 2035 2 Game Farm Park Pump Station Mechanical Upgrades PS-04 Non-CAP $ 250,000 70,000$ 180,000$ Distribution Distribution 2025 2044 20 Annual Distribution System Improvements Program D-01 CAP 400,000$ 2,500,000$ 2,500,000$ 2,500,000$ 2,500,000$ 2,500,000$ 2,500,000$ 2,500,000$ 2,500,000$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ 3,572,636$ Distribution 2025 2044 20 Street Utility Improvements D-02 Non-CAP $ 24,618,000 601,000$ 617,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ 1,300,000$ Distribution 2025 2044 20 Water Repair & Replacements D-03 Non-CAP $ 11,950,000 150,000$ 450,000$ 600,000$ 600,000$ 600,000$ 600,000$ 600,000$ 600,000$ 600,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ 650,000$ Distribution 2024 2044 21 Water Trench Patches Program D-04 Non-CAP $ 3,360,000 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ 160,000$ Distribution 2024 2027 4 West Hill Springs Transmission Main Replacement D-05 Non-CAP $ 1,401,000 50,000$ 200,000$ 1,151,000$ Distribution 2027 2027 1 Lea Hill 648 Zoning Adjustment D-06 CAP $ 104,000 104,000$ General General 2033 2034 2 Water System Plan Update - 2034 G-01 Non-CAP $ 750,000 375,000$ 375,000$ General 2043 2044 2 Water System Plan Update - 2044 G-01 Non-CAP $ 750,000 375,000$ 375,000$ 155,135,315$ 15,368,740$ 13,020,848$ 12,897,298$ 10,674,810$ 11,364,810$ 10,214,810$ 8,937,250$ 10,647,750$ 11,544,961$ 9,369,039$ 10,367,636$ 9,012,636$ 10,091,636$ 11,030,636$ 11,980,636$ 6,122,636$ 6,232,636$ 6,052,636$ 7,052,636$ 9,427,636$ 13,422,636$ 8%5%5%5%5%5%5%5%5%5%5%5%5%5%5%5%5%5%5%5%5% 1.08 1.13 1.19 1.25 1.31 1.38 1.45 1.52 1.60 1.68 1.76 1.85 1.94 2.04 2.14 2.25 2.36 2.48 2.60 2.73 2.87 378,352,008$ 15,488,700$ 13,438,366$ 15,356,813$ 13,346,021$ 14,919,117$ 14,079,931$ 12,934,911$ 16,181,050$ 18,421,739$ 15,697,211$ 18,238,810$ 16,647,840$ 19,572,979$ 22,463,903$ 25,618,508$ 13,746,803$ 14,693,469$ 14,982,574$ 18,330,851$ 25,729,021$ 38,463,390$ 2,717,531$ 12,651,209$ 13,020,848$ 12,897,298$ 10,674,810$ 11,364,810$ 10,214,810$ 8,937,250$ 10,647,750$ 11,544,961$ 9,369,039$ 10,367,636$ 9,012,636$ 10,091,636$ 11,030,636$ 11,980,636$ 6,122,636$ 6,232,636$ 6,052,636$ 7,052,636$ 9,427,636$ 13,422,636$ Category 2024 10-Year Period Cost Summary 20-Year Period Cost Summary Supply $1,634,839 $38,638,000 $18,150,000 Storage $242,000 $3,290,000 $14,345,000 Pump Stations $115,000 $8,755,000 $360,000 Distribution $210,000 $44,096,000 $56,860,000 General $750,000 $750,000 Total $2,201,839 $95,529,000 $90,465,000 NOTE: Active project costs in 2024 and 2025 are not inflated and escalated Grant Funding, 2024 USD City Water Funding, 2024 USD *Project cost for developer funded projects is provided to show an estimated valuation of assets only. The City is not expected to fund the project, therefore, Developer funded projects are not included in the CIP. Consor's construction cost ("estimate") is in dollars valued as of the date of this estimate. This estimate is an opinion of probable cost based on information available at the time of its development in March 2024. Final costs will depend on • Actual field conditions • Actual material and labor costs • Market conditions for construction • Regulatory factors • Final project scope • Method of implementation • Schedule (time to completion, time of commencement, speed of excecution, and • Other variables This estimate is based on our perception, which is based on experience and research, yet nevertheless, an assessment, of current conditions at the project location. This estimate reflects our professional opinion of current costs and is subject to change as the project design evolves. Consor has no control over, nor can it forecast variences in the cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing the work, or of determining prices, of the impact of competitive bidding or market conditions, practices, or bidding strategies. Consor neither warrants nor guarentees that proposals, bids, or actual construction costs will reflect the costs presented, which are for illustrative purposes only. 10-year 20-year Total Project Cost (March 2024 USD) Annual Inflation/Escalation Value Multiplier Cost in Future USD with Inflation/Escalation $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044Total Project Cost in March 2024 DollarsYear Page 1 of 2 City of Auburn Water System Plan Distribution System Capacity Projects - Detailed Cost Breakdown Annual Distribution System Improvements Program (Projects required to eliminate MDD+FF deficiencies) CIP ID Service Area Summary of Failure Overall Rank Location Detail Classification Length (LF) New Size (inch) Unit Cost Cost Total Cost Contingency Sales Tax Engineering and Permitting City Management/Survey/L egal/Admin CM/Inspection Rounded Project Total Low End High End 30% 10.20% 15% 15% 15% -50% 75% P-FF-VLY-8 Valley Existing Scenario - Hydrants less than 500 gpm 1 See CIP Map in Chapter 3. Pipe Replacement 3,200 16 $630 $2,016,000 $2,016,000 $604,800 $267,322 $2,888,122 $433,300 $433,300 $433,300 $4,189,000 $2,094,500 $7,330,750 P-FF-LH-3 Lea Hill Existing Scenario - Hydrants less than 1,000 gpm 2 See CIP Map in Chapter 3. Pipe Replacement 690 12 $520 $358,800 $358,800 $107,700 $47,583 $514,083 $77,200 $77,200 $77,200 $746,000 $373,000 $1,305,500 P-FF-LH-7 Lea Hill Existing Scenario - Hydrants less than 1,000 gpm. Move hydrant connection to higher zone. 3 See CIP Map in Chapter 3. Pipe Replacement 180 8 $490 $88,200 $88,200 $26,500 $11,699 $126,399 $19,000 $19,000 $19,000 $184,000 $92,000 $322,000 1,080 12 $520 $561,600 1,170 16 $630 $737,100 P-FF-VLY-15 Valley Existing Scenario - Hydrants less than 1,000 gpm 5 See CIP Map in Chapter 3. Pipe Replacement 1,320 12 $520 $686,400 $686,400 $206,000 $91,025 $983,425 $147,600 $147,600 $147,600 $1,427,000 $713,500 $2,497,250 P-FF-VLY-6 Valley Existing Scenario - Hydrants less than 1,000 gpm 6 See CIP Map in Chapter 3. Pipe Replacement 3,590 8 $490 $1,759,100 $1,759,100 $527,800 $233,264 $2,520,164 $378,100 $378,100 $378,100 $3,655,000 $1,827,500 $6,396,250 7,940 8 $490 $3,890,600 4,380 12 $520 $2,277,600 P-FF-VLY-13 Valley Existing Scenario - Hydrants less than 1,000 gpm 8 See CIP Map in Chapter 3. Pipe Replacement 1,290 12 $520 $670,800 $670,800 $201,300 $88,954 $961,054 $144,200 $144,200 $144,200 $1,394,000 $697,000 $2,439,500 1,440 8 $490 $705,600 550 12 $520 $286,000 P-FF-LH-1 Lea Hill Existing Scenario - Hydrants less than 1,500 gpm 10 See CIP Map in Chapter 3. Pipe Replacement 4540 8 $490 $2,224,600 $2,224,600 $667,400 $294,984 $3,186,984 $478,100 $478,100 $478,100 $4,622,000 $2,311,000 $8,088,500 P-FF-LH-2 Lea Hill Existing Scenario - Hydrants less than 1,500 gpm 11 See CIP Map in Chapter 3. Pipe Replacement 1300 8 $490 $637,000 $637,000 $191,100 $84,466 $912,566 $136,900 $136,900 $136,900 $1,324,000 $662,000 $2,317,000 P-FF-LH-6 Lea Hill Existing Scenario - Hydrants less than 1,500 gpm 12 See CIP Map in Chapter 3. Pipe Replacement 2,470 12 $520 $1,284,400 $1,284,400 $385,400 $170,320 $1,840,120 $276,100 $276,100 $276,100 $2,669,000 $1,334,500 $4,670,750 P-FF-ACA-2 Academy Existing Scenario - Hydrants less than 1,500 gpm after Oak Vista is installed 13 See CIP Map in Chapter 3. Pipe Replacement 590 8 $490 $289,100 $289,100 $86,800 $38,342 $414,242 $62,200 $62,200 $62,200 $601,000 $300,500 $1,051,750 P-FF-ACA-1 Academy Existing Scenario - Hydrants less than 1,500 gpm after Oak Vista is installed 14 See CIP Map in Chapter 3. Pipe Replacement 500 12 $520 $260,000 $260,000 $78,000 $34,476 $372,476 $55,900 $55,900 $55,900 $541,000 $270,500 $946,750 P-FF-LH-4 Lea Hill Existing Scenario - Hydrants less than 1,500 gpm 15 See CIP Map in Chapter 3. Pipe Replacement 340 8 $490 $166,600 $166,600 $50,000 $22,093 $238,693 $35,900 $35,900 $35,900 $347,000 $173,500 $607,250 Pipe Replacement 190 8 $490 $93,100 Pipe Replacement 5,765 12 $520 $2,997,800 P-FF-VLY-14 Valley Existing Scenario - Hydrants less than 2,500 gpm 17 See CIP Map in Chapter 3. Pipe Replacement 510 12 $520 $265,200 $265,200 $79,600 $35,170 $379,970 $57,000 $57,000 $57,000 $551,000 $275,500 $964,250 P-FF-VLY-2 Valley Existing Scenario - Hydrants less than 2,500 gpm 18 See CIP Map in Chapter 3. Pipe Replacement 910 12 $520 $473,200 $473,200 $142,000 $62,750 $677,950 $101,700 $101,700 $101,700 $984,000 $492,000 $1,722,000 Pipe Replacement 170 8 $490 $83,300 Pipe Replacement 1,270 12 $520 $660,400 P-FF-VLY-4 Valley Existing Scenario - Hydrants less than 2,500 gpm 20 See CIP Map in Chapter 3. Pipe Replacement 2,610 12 $520 $1,357,200 $1,357,200 $407,200 $179,969 $1,944,369 $291,700 $291,700 $291,700 $2,820,000 $1,410,000 $4,935,000 P-FF-VLY-10 Valley Existing Scenario - 4-inch Cast Iron near 1,500 gpm dead end 21 See CIP Map in Chapter 3. Pipe Replacement 320 12 $520 $166,400 $166,400 $50,000 $22,073 $238,473 $35,800 $35,800 $35,800 $346,000 $173,000 $605,500 Pipe Replacement 1,010 12 $520 $525,200 Pipe Replacement 660 16 $630 $415,800 P-FF-VLY-1 Valley Existing Scenario - Hydrants less than 2,500 gpm 23 See CIP Map in Chapter 3. Pipe Replacement 960 12 $520 $499,200 $499,200 $149,800 $66,198 $715,198 $107,300 $107,300 $107,300 $1,038,000 $519,000 $1,816,500 P-FF-VLY-11 Valley Existing Scenario - 6-inch Cast Iron near <2,500 gpm 24 See CIP Map in Chapter 3. Pipe Replacement 1,630 12 $520 $847,600 $847,600 $254,300 $112,394 $1,214,294 $182,200 $182,200 $182,200 $1,761,000 $880,500 $3,081,750 P-FF-VLY-16 Valley Existing Scenario - Hydrants less than 2,500 gpm 25 See CIP Map in Chapter 3. Pipe Replacement 390 12 $520 $202,800 $202,800 $60,900 $26,897 $290,597 $43,600 $43,600 $43,600 $422,000 $211,000 $738,500 P-FF-VLY-5 Valley Existing Scenario - Hydrants less than 2,500 gpm 26 See CIP Map in Chapter 3. Pipe Replacement 750 12 $520 $390,000 $390,000 $117,000 $51,714 $558,714 $83,900 $83,900 $83,900 $811,000 $405,500 $1,419,250 P-FF-ACA-3 Academy 20-year scenario - Hydrants less than 2,500 gpm 27 See CIP Map in Chapter 3. Pipe Replacement 380 12 $520 $197,600 $197,600 $59,300 $26,204 $283,104 $42,500 $42,500 $42,500 $411,000 $205,500 $719,250 P-FF-ACA-4 Academy 20-year scenario - Hydrants less than 2,500 gpm 28 See CIP Map in Chapter 3. Pipe Replacement 1040 16 $630 $655,200 $655,200 $196,600 $86,884 $938,684 $140,900 $140,900 $140,900 $1,362,000 $681,000 $2,383,500 55,135 $59,699,000 See CIP Map in Chapter 3. See CIP Map in Chapter 3. See CIP Map in Chapter 3. See CIP Map in Chapter 3. See CIP Map in Chapter 3. See CIP Map in Chapter 3. $22,424,500 $664,300 $6,421,000 $3,210,500 $11,236,750 $2,060,000 $1,030,000 $1,850,500 $817,907 $131,488 $1,420,588 $213,100 $213,100 $213,100 $6,407,000 $927,300 $409,856 $4,428,056 $664,300 $664,300 $8,836,607 $1,325,500 $1,325,500 $1,325,500 $12,814,000 $4,721,500$279,100 $279,100 $279,100 $2,698,000 $1,349,000 $202,300 $1,955,000 $977,500 $3,421,250$202,300 $202,300 $3,605,000 $159,900 $159,900 $159,900 $1,546,000 $773,000 $2,705,500 Total Subtotal P-FF-LH-5 $389,700 $172,217 $1,860,617 P-FF-VLY-9 $1,298,700 $991,600 $743,700 $6,168,200 $3,090,900 P-FF-VLY-12 P-FF-VLY-17 P-FF-VLY-7 P-FF-VLY-3 $941,000 $282,300 $124,777 $1,348,077 $223,200 $98,624 $1,065,524 $297,500 Valley Lea Hill Valley Valley Valley Valley 4 22 19 7 16 9 Existing Scenario - Hydrants less than 2,500 gpm Existing Scenario - Hydrants less than 1,000 gpm Existing Scenario - Hydrant less than 1,500 gpm available. Complete P-FF-VLY-8 for initial improvement. Existing Scenario - multiple hydrants less than 1500 gpm plus Existing Scenario - multiple hydrants less than 1,500 gpm plus Cast Iron unknow age, and replacement of 4-inch and 6-inch Existing Scenario - Hydrants less than 1,000 gpm Pipe Replacement Pipe Replacement Pipe Replacement Page 1 of 1