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08-02-2021 Agenda
City Council Meeting * ,-1110:7 August 2, 2021 - 7:00 PM CITY OF 0 City Hall and Virtual AuKJ-RNAGENDA Watch the meeting LIVE! * Watch the meetingvideo WASHINGTON Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER I I. Public Participation 1. Public Participation The Auburn City Council Meeting scheduled for Monday, August 2, 2021 at 7:00 p.m. will be held in person and virtually. Virtual Participation Link: To attend the meeting virtually please click one of the below links, enter the meeting ID into the Zoom app, or call into the meeting at the phone number listed below. The link to the Virtual Meeting is: Zoom: https://us06web.zoom.us/j/86846640320 The public can also view the meeting on YouTube: https://www.youtube.com/user/watchauburn/live/?nomobile=1 To join the meeting by phone, please use the below call-in information: 253 215 8782 877 853 5257 (Toll Free) Webinar I D: 868 4664 0320 A. Pledge of Allegiance B. Roll Call III. ANNOUNCEMENTS, PROCLAMATIONS, AND PRESENTATIONS IV. APPOINTMENTS A. Arts Commission City Council to confirm the following appointments to the Arts Commission for three year terms expiring December 31, 2023: • Kristine de Leon • Tori Olsen Page 1 of 268 (RECOMMENDED ACTION: Move to approve Kristine de Leon and Tori Olsen to the Art Commission.) V. AGENDA MODIFICATIONS VI. NEW BUSINESS VI I. CITIZEN INPUT, PUBLIC HEARINGS AND CORRESPONDENCE A. Public Hearings 1. Public Hearing In Person or Virtual Participation Any interested person is invited to attend the public meeting or submit written comments, voicing approval or disapproval on the Limited Update to the 2015 Comprehensive Water Plan and the Water Use Efficiency Program. All written comments must be received prior to 5:00 p.m. on August 2, 2021. Please mail comments to: City of Auburn Attn: Shawn Campbell, City Clerk 25 W Main St Auburn, WA 98001 Please fax comments to: Attn: Shawn Campbell, City Clerk Fax number: 253-804-3116 Email comments to: publiccomment@auburnwa.gov 2. Public Hearing for Limited Update of the 2015 Comprehensive Water Plan City Council to hold a Public Hearing to consider the Limited Update of the 2015 Comprehensive Water Plan 3. Public Hearing for Water Use Efficiency Program City Council to hold a Public Hearing to Consider 2021-2026 Water Use Efficiency Program B. Audience Participation This is the place on the agenda where the public is invited to speak to the City Council on any issue. 1. The public can participate in-person, or submit written comments in advance. Participants can submit written comments via mail, fax or email.All written comments must be received prior to 5:00 p.m. on the day of the scheduled meeting and must be 350 words or less. Page 2 of 268 Please mail comments to: City of Auburn Attn: Shawn Campbell, City Clerk 25 W Main St Auburn, WA 98001 Please fax comments to: Attn: Shawn Campbell, City Clerk Fax number: 253-804-3116 Email comments to: publiccomment@auburnwa.gov C. Correspondence - (There is no correspondence for Council review.) VIII. COUNCILAD HOC COMMITTEE REPORTS Council Ad Hoc Committee Chairs may report on the status of their ad hoc Council Committees' progress on assigned tasks and may give their recommendation to the City Council, if any. 1. Finance Ad Hoc Committee (Chair Baggett) 2. ARPAAd Hoc Committee (Chair Baggett) IX. CONSENT AGENDA All matters listed on the Consent Agenda are considered by the City Council to be routine and will be enacted by one motion in the form listed. A. Minutes of the June 28, 2021 Study Session B. Minutes of the July 6, 2021 Regular Council Meeting C. Claims Vouchers (Thomas) Claim voucher list dated August 2, 2021 which includes voucher numbers 464110 through 464381 in the amount of$2,090,530.20 and four wire transfers in the amount of$777,574.95 D. Payroll Vouchers (Thomas) Payroll check numbers 539173 through 539176 in the amount of$535,053.41, and electronic deposit transmissions in the amount of $2,201,303.15, for a grand total of$2,736,356.56 for the period covering July 15, 2021 to July 28, 2021 are approved for payment this 2nd, day of August, 2021 E. Public Works Project No. CP1416 City Council to approve an increase of$50,000.00 in the total maximum authorized contract amount for Public Works Contract No. 21-10; Construction of Project No. CP1416, F Street SE Non-Motorized Improvements (RECOMMENDED ACTION: Move to approve the Consent Agenda.) Page 3 of 268 X. UNFINISHED BUSINESS XI. ORDINANCES A. Ordinance No. 6827 (Thomas) An Ordinance amending Ordinance No. 6794, the 2021-2022 Biennial Operating Budget Ordinance, and Ordinance No. 6796, the 2021-2022 Biennial Capital Budget, as amended by Ordinance No. 6815, authorizing amendment to the City of Auburn 2021-2022 Budget as set forth in Schedule "A" and Schedule "B" (RECOMMENDED ACTION: Move to adopt Ordinance No. 6827.) B. Ordinance No. 6830 (O'Neil) An Ordinance adding a new section to the Auburn City Code that authorizes the Auburn Police Department to use body worn cameras and provides a process for community input into body worn camera policy development; and authorizing the Auburn Police Department to engage in a competitive negotiation process to procure body worn cameras and related equipment (RECOMMENDED ACTION: Move to adopt Ordinance No. 6830.) XII. RESOLUTIONS A. Resolution No. 5600 (Gaub) A Resolution authorizing the Mayor to accept two state grants from the Washington State Department of Transportation (WSDOT) (RECOMMENDED ACTION: Move to adopt Resolution No. 5600.) B. Resolution No. 5602 (Gaub) A Resolution authorizing the Mayor to accept a grant from the Washington Traffic Safety Commission (WTSC) (RECOMMENDED ACTION: Move to adopt Resolution No. 5602.) C. Resolution No. 5603 (Gaub) A Resolution authorizing submittal of the City's 2021-2026 Water Use Efficiency Program to the Washington State Department of Health (RECOMMENDED ACTION: Move to adopt Resolution No. 5603.) D. Resolution No. 5604 (Gaub) A Resolution authorizing submittal of the City's Limited Update of the 2015 Comprehensive Water Plan to the Washington State Department of Health (RECOMMENDED ACTION: Move to adopt Resolution No. 5604.) E. Resolution No. 5605 (Tate) A Resolution authorizing an interlocal agreement between Pierce County, The Puyallup Indian Tribe and several Pierce County cities for the creation and operation of South Sound Housing Affordability Partners (SSHAP) Page 4 of 268 (RECOMMENDED ACTION: Move to adopt Resolution No. 5605.) F. Resolution No. 5608 (Thomas) A Resolution accepting funds appropriated to the City under the American Rescue Plan Act of 2021 (ARPA); and directing the City's future expenditure of such appropriated funds pursuant to ARPA Guidelines And Restrictions (RECOMMENDED ACTION: Move to adopt Resolution No. 5608.) G. Resolution No. 5609 (Hinman) A Resolution declaring an emergency with respect to repairing fire-related damage sustained by the Auburn Avenue Theater (RECOMMENDED ACTION: Move to adopt Resolution No. 5609.) XIII. MAYOR AND COUNCILMEMBER REPORTS At this time the Mayor and City Council may report on significant items associated with their appointed positions on federal, state, regional and local organizations. A. From the Council B. From the Mayor XIV. ADJOURNMENT 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 5 of 268 CITY OF -* * II;K ° AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Public Hearing for Limited Update of the 2015 Comprehensive July 22, 2021 Water Plan Department: Attachments: Budget Impact: Public Works No Attachments Available Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council to hold a public hearing in consideration of Resolution 5604 to receive public comments and suggestions regarding the Limited Update of the 2015 Comprehensive Water Plan. See Resolution No. 5604 for further action on this item. Background for Motion: Background Summary: This public hearing is in accordance Washington Administrative Code 246-290-100 to "hold an informational meeting for the water system consumers" regarding the submittal of the Limited Update of the 2015 Comprehensive Plan to the Washington State Department of Health (DOH). The date of the public hearing was set by consent on July 6, 2021. The Limited Update of the 2015 Comprehensive Water Plan is posted on the City's website. The Notice of Public Hearing was advertised in the Seattle Times on July 12, 2021, requesting written comments by July 28, 2021. The Limited Update shows how projects, demands and growth presented in the 2015 Comprehensive Water Plan are still valid and accurate projections of the City's current planning efforts. If the Limited Update is approved by DOH, the Limited Update will be incorporated into the City's annual comprehensive plan update in December 2021, and the 2015 Comprehensive Water Plan will remain in effect until May 2026. This will allow the next Comprehensive Water Plan to be prepared in concert with the next City-wide Comprehensive Plan to be completed in 2024. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: PH.2 Page 6 of 268 Page 7 of 268 CITY OF -* * II;K ° AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Public Hearing for Water Use Efficiency Program July 22, 2021 Department: Attachments: Budget Impact: Public Works No Attachments Available Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council to hold a public hearing in consideration of Resolution 5603 to receive public comments and suggestions regarding the Water Use Efficiency Program. See Resolution No. 5603 for further action on this item. Background for Motion: Background Summary: This public hearing is in accordance Washington Administrative Code 246-290-830 that "provides opportunity for consumers and the public to participate and comment on the water use efficiency goals." The date of the public hearing was set by consent on July 6, 2021. The 2021-2026 Water Use Efficiency Program is posted on the City's website. The Notice of Public Hearing was advertised in the Seattle Times on July 12, 2021, requesting written comments by July 28, 2021. The Water Use Efficiency Program establishes goals and actions to promote water conservation and the efficient use of water so that the City's existing water supplies can support future water needs. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: PH.3 Page 8 of 268 CITY OF f A `u rU D AGENDA BILL APPROVAL FORM rim WASHINGTON Agenda Subject: Date: Minutes of the June 28, 2021 Study Session July 7, 2021 Department: Attachments: Budget Impact: City Council 06-28-2021 mutes Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Background for Motion: Background Summary: Reviewed by Council Committees: Councilmember: Staff: Meeting Date: August 2, 2021 Item Number: CA.A Page 9 of 268 City Council Study Session PWCD SFA June 28, 2021 - 5:30 PM ACITY OF >>r1 * Virtual MINUTES - URN a.Watch the meeting LIVE! WAS H I NGTO N a"Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER Deputy Mayor DaCorsi called the meeting to order at 5:30 p.m. I I. VIRTUAL PARTICIPATION LINK A. Virtual Participation Link The City Council Study Session was held virtually. III. ANNOUNCEMENTS, REPORTS, AND PRESENTATIONS There were no announcements, reports or presentations. A. Roll Call Councilmembers virtually present: Deputy Mayor Claude DaCorsi, Bob Baggett, Larry Brown, James Jeyaraj, Robyn Mulenga, Chris Stearns and Yolanda Trout-Manuel. Mayor Nancy Backus, Innovation and Technical Support Specialist Danika Olson, Police Chief Dan O'Neil and City Clerk Shawn Campbell were in Chambers. The following department directors and staff members attended the meeting virtually: Assistant City Attorney Doug Ruth, Director of Community Development Jeff Tate, Director of Public Works Ingrid Gaub, Director of Parks, Arts, and Recreation Daryl Faber, Director of Finance Jamie Thomas, Director of Human Resources Candis Martinson, Assistant Director of Engineering Services Jacob Sweeting, Senior Planner Thaniel Gouk, Utilities Engineering Manager Lisa Tobin, Water Utility Engineer Susan Fenhaus, Planner I I Alexandria Teague and Assistant Director of Innovation and Technology Ashley Riggs. IV. AGENDA ITEMS FOR COUNCIL DISCUSSION A. Resolution No. 5598 (Tate)(25 Minutes) A Resolution ratifying the 2021 update to the Green/Duwamish and Central Puget Sound Watershed or Water Resource Inventory Area (WRIA) 9 Salmon Habitat Recovery Plan, making our Watershed fit for a King Page 1(bb8268 Director Tate introduced Matt Goehring the Salmon Recovery Manager for WRIA 9. He provided Council a brief history of the creation of WRIA 9 and the purpose for the partnership. He reviewed the Puget Sound Salmon Recovery plan and the various partners, the WRIA 9 partnership accomplishments, numbers of Green River Chinook Salmon, the 2021 Salmon Plan update, the lifecycle of a Chinook Salmon in the lower Green River, key strategies to protect and restore the floodplain connectivity, proposed projects in the Lower Green River Subwatershed and the final steps in ratification of the 2021 WRIA 9 plan. Council thanked Mr. Goehring and WRIA 9 for their work. They discussed timing, costs and opportunities of various plans and long term salmon recovery numbers. B. Ordinance No. 6826 (Comeau)(5 Minutes) An Ordinance amending Sections 2.57.010, 2.57.020, 2.57.030, 2.57.040 and 2.57.050 of the Auburn City Code related to City Civil Service positions Assistant City Attorney Ruth presented Council with a presentation on amending sections of the Auburn City Code related to City Civil Service positions. Council discussed regular reviews of Civil Service Rules. V. PUBLIC WORKS AND COMMUNITY DEVELOPMENT DISCUSSION ITEMS A. Lead and Copper Rule Revisions Summary (Gaub)(15 Minutes) Councilmember Stearns presided over this section of the meeting. Engineer Fenhaus and Manager Tobin provided Council with a presentation on the 1991 Lead and Copper Rule. Engineer Fenhaus explained the Environmental Protection Agency (EPA) limits on lead and copper and the requirements for treatment, education of customers, new regulations, impact of the new regulations, removal of the remaining City owned lead pipes and the current and planned public outreach. Councilmembers discussed the replacement of gooseneck connections, reporting requirements, public education, equity for the survey and which daycare providers will be required to update their pipes. B. Environmental Regulation Presentation 2 of 6 - Critical Area Regulations (Tate)(30 Minutes) Planning Services staff to provide a presentation on the Critical Areas Ordinance. This presentation is part two of a six part series focusing on environmental regulation within the City of Auburn Senior Planner Gouk provided Council with the second presentation in the environmental regulations series on Critical Areas Ordinance. He reviewed what is considered a critical area, how the City protects critical areas Page 21bb8268 and why it is necessary to protect the areas designated as a critical area. He reviewed the six types of critical areas including wetlands, streams, geologic hazards, critical aquifer recharge areas, and wildlife habitat. Council discussed areas of landside hazards and current buffers. VI. OTHER DISCUSSION ITEMS There were no other discussion items. VII. NEW BUSINESS There was no new business. VI I I. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:21 p.m. APPROVED this 2nd day of August, 2021. CLAUDE DACORSI, DEPUTY MAYOR Shawn Campbell, City Clerk 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 32 b8268 CITY OF f A `u r D AGENDA BILL APPROVAL FORM rim WASHINGTON Agenda Subject: Date: Minutes of the July 6, 2021 Regular Council Meeting July 7, 2021 Department: Attachments: Budget Impact: City Council 07-06-2021 mutes Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Background for Motion: Background Summary: Reviewed by Council Committees: Councilmember: Staff: Meeting Date: August 2, 2021 Item Number: CA.B Page 13 of 268 City Council Meeting �c July 6, 2021 - 7:00 PM CITY OF �` * Virtual �� - r MINUTES r r PO I. ell Watch the meeting LIVE! WAS H I NGTO N Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER II. VIRTUAL PARTICIPATION LINK 1. Virtual Participation Link The City Council Meeting was held virtually. A. Pledge of Allegiance Mayor Nancy Backus called the meeting to order at 7:00 p.m. in the Council Chambers of Auburn City Hall, 25 West Main Street, and led those in attendance in the Pledge of Allegiance. B. Roll Call Councilmembers virtually present: Deputy Mayor Claude DaCorsi, Larry Brown, James Jeyaraj, Chris Stearns and Yolanda Trout-Manuel. Councilmember Bob Baggett and Robyn Mulenga were excused. Mayor Nancy Backus, Innovation and Technical Support Specialist Danika Olson, Director of Innovation and Technology David Travis and City Clerk Shawn Campbell were in Chambers. The following department directors and staff members attended the meeting virtually: City Attorney Kendra Comeau, Director of Public Works Ingrid Gaub, Director of Community Development Jeff Tate, Director of Finance Jamie Thomas, Planning Services Manager Jeff Dixon and Assistant Director of Innovation and Technology Ashley Riggs. III. APPOINTMENTS A. Parks and Recreation Board City Council to confirm the appointment of Peter Di Turi to the Parks and Recreation Board for a three year term expiring December 31, 2023 Deputy Mayor DaCorsi moved and Councilmember Trout-Manuel seconded to appoint Peter Di Turi to the Parks and Recreation Board for a three-year term to expire December 31, 2023. Page 144bf 268 MOTION CARRIED UNANIMOUSLY. 5-0 IV. AGENDA MODIFICATIONS There were no modifications to the agenda. V. NEW BUSINESS There was no new business. VI. CITIZEN INPUT, PUBLIC HEARINGS AND CORRESPONDENCE A. Audience Participation This is the place on the agenda where the public is invited to speak to the City Council on any issue. 1. Virtual Participation Ali Omar expressed his concerns regarding road safety on behalf of the residents of 33rd Street SE. B. Correspondence There was no correspondence for Council to review. VII. COUNCIL AD HOC COMMITTEE REPORTS Council Ad Hoc Committee Chairs may report on the status of their ad hoc Council Committees' progress on assigned tasks and may give their recommendation to the City Council, if any. 1. Finance Ad Hoc Committee (Chair Baggett) Councilmember Jeyaraj, Vice Chair of the Finance ad hoc committee, reported he and Councilmember Baggett have reviewed the claims and payroll vouchers described on the agenda this evening and recommended their approval. VI I I.CONSENT AGENDA All matters listed on the Consent Agenda are considered by the City Council to be routine and will be enacted by one motion in the form listed. A. Minutes of the June 21, 2021 Regular Council Meeting B. Claim Vouchers (Thomas) Claim voucher list dated July 6, 2021 which includes voucher numbers 463770 through 463881 in the amount of $1,409,688.74 and three wire transfers in the amount of $220,320.09 Page 25)bf 268 C. Payroll Vouchers (Thomas) Payroll check numbers 539159 through 539165 in the amount of$583,555.31, and electronic deposit transmissions in the amount of $2,152,860.32, for a grand total of $2,736,415.63 for the period covering June 16, 2021 to June 30, 2021 D. Setting date for Public Hearing for Limited Update of the Comprehensive Water Plan (Gaub) City Council to set date for the Public Hearing regarding the Limited Update of the Comprehensive Water Plan E. Setting date for Public Hearing for Water Use Efficiency Program (Gaub) City Council to set the date for a Public Hearing regarding the Water Use Efficiency Program Plan Deputy Mayor DaCorsi moved and Councilmember Brown seconded to approve the consent agenda. MOTION CARRIED UNANIMOUSLY. 5-0 IX. UNFINISHED BUSINESS There was no unfinished business. X. ORDINANCES A. Ordinance No. 6826 (Comeau) An Ordinance amending Sections 2.57.010, 2.57.020, 2.57.030, 2.57.040 and 2.57.050 of the Auburn City Code related to City Civil Service positions Councilmember Brown moved and Councilmember Jeyaraj seconded to adopt Ordinance No. 6826. Council discussed exempt employees returning to a non-exempt position. MOTION CARRIED UNANIMOUSLY. 5-0 XI. RESOLUTIONS A. Resolution No. 5592 (Tate) A Resolution approving the 2021 Housing Action Plan for the 2020 to 2040 planning period Councilmember Trout-Manuel moved and Councilmember Stearns seconded to adopt Resolution No. 5592. MOTION CARRIED UNANIMOUSLY. 5-0 Page 360bf 268 B. Resolution No. 5598 (Tate) A Resolution ratifying the 2021 update to the Green/Duwamish and Central Puget Sound Watershed or Water Resource Inventory Area (W RIA) 9 Salmon Habitat Plan, Making Our Watershed Fit for a King Councilmember Trout-Manuel moved and Councilmember Stearns seconded to adopt Resolution No. 5592. MOTION CARRIED UNANIMOUSLY. 5-0 XII. MAYOR AND COUNCILMEMBER REPORTS At this time the Mayor and City Council may report on significant items associated with their appointed positions on federal, state, regional and local organizations. A. From the Council Deputy Mayor DaCorsi reported he attended the Regional Growth Management Board Meeting. Councilmember Trout-Manuel reported she reviewed with Staff future agenda items and attended the fireworks display at Emerald Downs. Councilmember Stearns thanked Staff for their work with the Water Resource Inventory Area (W RI A) 9 and reported that he attended the National League of Cities Indigenous Municipal Officials Meeting. B. From the Mayor Mayor Backus reported all City buildings were open to the public today. She reviewed the return to work plan for staff and thanked those who continued to work in person and those who were able to work remotely. She also invited everyone to attend the Town Hall Meeting on Thursday evening, which is focused on Police and Policing Programs. XIII.ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:24 p.m. APPROVED this 2nd day of August, 2021. NANCY BACKUS, MAYOR Shawn Campbell, City Clerk 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 470b4268 CITY OF f `a Ng leiD AGENDA BILL APPROVAL FORM rim va WASHINGTON Agenda Subject: Date: Claims Vouchers (Thomas) July 7, 2021 Department: Attachments: Budget Impact: Finance No Attachments Available Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Approve Claim Vouchers. Background for Motion: Background Summary: Claim voucher list dated August 2, 2021 which includes voucher numbers 464110 through 464381 in the amount of$2,090,530.20 and four wire transfers in the amount of$777,574.95 Reviewed by Council Committees: Councilmember: Baggett Staff: Thomas Meeting Date: August 2, 2021 Item Number: CA.0 Page 18 of 268 CITY OF f * `u r D AGENDA BILL APPROVAL FORM rim WASHINGTON Agenda Subject: Date: Payroll Vouchers (Thomas) July 7, 2021 Department: Attachments: Budget Impact: Finance No Attachments Available Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Approve Payroll Vouchers. Background for Motion: Background Summary: Payroll check numbers 539173 through 539176 in the amount of $535,053.41, and electronic deposit transmissions in the amount of$2,201,303.15, for a grand total of $2,736,356.56 for the period covering July 15, 2021 to July 28, 2021 are approved for payment this 2nd, day of August, 2021 Reviewed by Council Committees: Councilmember: Baggett Staff: Thomas Meeting Date: August 2, 2021 Item Number: CA.D Page 19 of 268 CITY OF AU I - AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Public Works Project No. CP1416 July 21, 2021 Department: Attachments: Budget Impact: Public Works VicinitvMan Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Approve an increase of $50,000.00 in the total maximum authorized contract amount for Public Works Contract No. 21-10; Construction of Project No. CP1416, F Street SE Non- Motorized Improvements. Background for Motion: Background Summary: Auburn City Code (ACC) Chapter 3.10 specifies the total maximum authorized contract amount for public work contracts based on contract value. The maximum authorized contract amount includes the original contract amount plus an authorized contingency. The code allows for administrative approval of change order work within that authorized contingency amount. If additional contingency within the overall project budget remains, the code also allows the City Council to increase the total maximum authorized contract amount, which is an increase to the authorized contingency available for administrative approval. The F Street SE Non-Motorized Improvements is reconstructing F Street SE from 4th Street SE to Auburn Way South, including adding new sidewalks, curb and gutter, bike lanes, wayfinding signage, street lighting, streetscape elements, safety improvements, bicycle boulevard components, and replacing sections of water and sewer lines. The project also includes undergrounding the aerial power and communication lines. Construction began in July 2020 and is expected to be complete in October 2021. This requested increase in the maximum authorized contract amount will use available overall project contingency to provide for items of work that were not part of the original contract as follows: 1. Sidewalk changes to address ADA concerns that were identified during construction. 2. Address unforeseen conditions such as existing portions of concrete road panels: The contractor discovered concrete road panels under the asphalt pavement on F Street SE between 4th Street SE and 5th Street SE. These panels were removed so the utilities and new roadway could be properly installed. 3. Provide for temporary traffic control that was required to address the unforeseen conditions noted above. Page 20 of 268 To fund these changes, an increase in the total authorized contract amount of$50,000 will be required, which is available within the existing overall project budget. After allocation of this additional authorized contingency, the remaining project budget contingency is as follows: • $178,923 remains in the 102 arterial street fund. • $94,899 remains in the 460 water fund. • $20,491 remains in the 461 sewer fund. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: CA.E Page 21 of 268 • Auburn Medical w .0 ,. .. , • . tHST N. y, ('' .. {3' _= p' rl- Center (Level ,�'.� r— i--�2-, _= '!1 `M' . , T .- w" II'-. -'... , r! �. 3 Trauma _ ,gym 1_ 1f 4 I•�, Center) A1--- r, Y ' z t;r N r. ', . - Auburn High . - — Li-LT C oo - tt7CFj� - 1fil i City Hall _ r , '� ; - . _ '' f �-7 1511 NE J - ,� �+r �. r L L: t51 ti r t! J r l ,.e "` �' T NW_a . ; NE o�� j ,,. , �`� Washington _:.;t• • r ±vAi ST - t 1. - ' I�` - Elem. School -' I II 1. i Z., 1 a ,.1 $ - F .i 7: i �`r , • - �t�. ,.'� ! pia ■ - . .i 1 s. rrC n ' r ~ r7T Auburn Station ' z' ���, Police Dept. s .�_ .� " r.' .k-:iti `ri1►*• �'f + 4 , , - . r-4Q.r, : ', p .' �K � �' ma `s �. � ��' r.. � and Court a ; _ ;1 � _,. 3t�t;Sr , ► fir i s ' _� 4.Vs ■ ■^- ++ ? •�•,.' :7; °' e ti ,.,,�i �� a�SF IC0 aq: 4 N7. E C41:j.3 4lIII.I..,III I -ly I l-.1:�,.. , mr,, . '';• CP iF FAST •K.- Rua -'j 6 FI ST SE L e r lal Raj j s`'; F .7.• - ✓ i..4__;,. 'i I ; ''air'-''1A : I }...'" I 1 I - !i - l �T 1 ' • r •- 1 Regional Growth Center .a 1,-.3 '1 Road Reconstruction, New Ped and ER'.ST SE a V. '� �,• ` �`, y Bike Facilities, UtilityImprovements �� ` ■ i' �� r ,�• •� , i} di 4 •4 'i41 F. w •• __a , L. Les Gove i"' 1 Bike Blvd. Improvements - , ,, �.r; I ', '' - ` CommunityI - -- - Campus VICINITY MAP CP1416, F Street SE Non-Motorized irrfl9PciiefifeliAs CITY OF * x AGENDA BILL APPROVAL FORM * —00' WASHINGTON Agenda Subject: Date: Ordinance No. 6827 (Thomas) July 28, 2021 Department: Attachments: Budget Impact: Finance Memo Ordinance No.6827 Schedule A Schedule B Administrative Recommendation: City Council to adopt Ordinance No. 6827 Background for Motion: Budget Amendment#2 will adjust the 2021 budget to align beginning fund balances with actual amounts; account for new revenue sources not previously budgeted; allow for transfers between operating funds and capital funds for previously approved capital projects; increase the budget for certain existing programs; and increase the budget for new programs, including adding 1.0 FTE for an Administrative Specialist in the Maintenance and Operations division. Background Summary: Ordinance No. 6827 (Budget Amendment#2) amends the 2021-2022 revised budget as presented in the attached transmittal memorandum and supporting attachments. Reviewed by Council Committees: Councilmember: Baggett Staff: Thomas Meeting Date: August 2, 2021 Item Number: ORD.A Page 23 of 268 CIJ [jFJJpJ4 Interoffice Memorandum WASHINGTON To: City Council From: Jamie Thomas, Finance Director CC: Nancy Backus, Mayor Date: July 21, 2021 Re: Ordinance#6827—2021-2022 Budget Amendment#2 Budget Amendment#2 is the second amendment of the City of Auburn's 2021-2022 biennial budget. The purpose of this budget amendment is to do the following: 1. Fund Balance Adjustments: realign budgeted 2021 beginning fund balances to match 2020 ending fund balances per accounting records at year end; 2. Revenue Adjustments:this includes new/increased revenue related to grant awards, other new funding, and reallocation of revenues between funds; 3. Capital Fund Transfers:transfers from operating to capital funds to provide budget for previously approved capital projects in prior years; 4. Funding Adjustments:to increase or enhance budget authority for previously approved programs; and 5. New Requests: new programs, projects, purchases,and FTE's that haven't been previously approved by council Below is a summary of the proposed amendments. For additional detail,Schedule A,Summary of 2021 Budget Adjustments by Fund, breaks down each request and its relative impact to each fund. Fund Balance Adjustments: This amendment adjusts City-wide 2021 budgeted beginning fund balances to reflect actual ending balances as of the end of 2020. City-wide beginning fund balances are adjusted by a net increase of$21.8 million. Revenue Adjustments: This amendment recognizes new grants and updated revenue projections. The total adjustment in this category is$8.4 million and includes: • Add Streamlined Sales Tax (General Fund) $ 1,000,000 • Add fee-in-lieu of street improvement revenues (F102) 200,000 • Grant-funded High Friction Surface Treatment project (F102) 414,000 • TIB grant funding for the 4th Street SE project (F105) 1,747,600 AUBURN * MORE THAN YOU IMAGINIE®ge 24 of 268 • Grant funding for the Auburn Way N preservation project (F105) 298,000 • Grant funding for the Lea Hill Road Bridge Deck project (F105) 280,000 • Restore Utility Tax revenues from 2020 (was REET in F328) 1,800,000 • Restore Motor Vehicle Fuel Tax revs from 2020 (was REET in F328) 432,600 • Restore 2020 transfer from Cumulative Reserve Fund to General Fund 2,000,000 Capital Fund Transfers: This budget amendment provides funding for current and future capital projects by transferring monies among funds. These transfers include moving cash reserves from enterprise operating funds to the associated capital funds; e.g., from the Water Operating Fund (F430) to the Water Capital Fund (F460), as well as the transfer of traffic impacts fees for application to a specific project. The total requested adjustment in this category is $3.1 million. Funding Adjustments: Funding adjustment requests included in this budget amendment increase or decrease spending authority for existing programs. The total requested adjustment in this category is $1.2 million, and includes: • Increase Golf Course pro shop front counter staffing: This request would add $25,000 in part time staff hours in the Golf Course pro shop due to higher participation levels in league, tournament, and public play. Funding for this cost increase will be from increased greens fee revenues that were about $500,000 above budget in 2020 and are expected to be significantly above budget in 2021 as well based on year-to-date experience (General Fund). • Increase budget for day and night sheltering for homeless persons: This amendment would add $275,000 to the budget for day and night sheltering service agreements with the Auburn Food Bank (General Fund). • Increase budget for the Arterial Pedestrian and Bicycle Safety program: This request would add $130,000 to the 2021 budget due to increased project scope (Fund 102). This increase would be funded by the 2020 contribution from King County Metro for the 2019 program budget. • Add budget for 104th Avenue Park development: Due to increased cost of labor and materials as well as unanticipated design changes, this request would add $770,200 in budget for the project. This cost increase would be funded by park impact fees (F328). • Improvements to City-owned parking lots: This amendment would increase the budget for converting older high-pressure sodium lights in City-owned lots to LED lighting, replace broken and missing globe lights, and restore power to certain locations so that decorative lighting can be added. The total cost increase is $34,000 AUBURN * MORE THAN YOU IMAGINIP®ge 25 of 268 and will be funded using existing Community Development department budget that will be transferred to the Local Revitalization Fund (F330) to complete the project. New Requests: New funding requests total $1.5 million and include: • New FTE—Administrative Specialist in Maintenance and Operations Services: This position would replace the existing temporary position with a full-time position to oversee the Ford warranty program. This request is for the additional cost for a half year in 2021,which is $31,500 above the existing budget for the temporary position (F430, F431, F432, and F550). • Add budget for the Auburn Resource Center(ARC): This amendment would add $75,000 for architectural and engineering services associated with the design and construction of the Auburn Resource Center and Auburn Consolidated Resource Center. A separate amendment would add $150,900 in budget to cover annual operating costs(General Fund). • Accelerate the time frame for the A Street Loop project: This project was originally planned for 2022 and will be funded using traffic impact fees. The cost of this amendment is$400,000(F102). • Miscellaneous park improvement projects: This request would add $177,500 for unanticipated park improvements at several City parks (F321). • Purchase Bobcat municipal cleaning vehicle: This amendment would add $150,000 to purchase a vehicle for cleaning pervious sidewalks that are used to infiltrate stormwater (F462). • Reimburse the Equipment Rental Fund (ERR)for police vehicles: This request will provide $108,100 in reimbursements to ERR(Fund 560)for the purchases in 2020 of several police vehicles whose costs exceeded their budgeted amounts as well as the under-collection of replacement costs in 2021-2022. • Replace the existing Police Crisis Negotiations van: This amendment would use$86,800 from the Drug Seizure Fund (F117) and $46,200 in accumulated replacement costs(in Fund 560)to replace the existing Police Crisis Negotiations van that has reached the end of its service life. The following table summarizes the current and revised budget as a result of this amendment. AUBURN * MORE THAN YOU IMAGINPage 26 of 268 Table 1: 2021 Budget as Amended 2021 Budget as Amended through Budget Amendment#1 $ 377,689,790 Budget Amendment#2 34,643,772 2021 Budget as Amended $ 412,333,562 Attachments: ❖ 1. Proposed Ordinance#6827 (Budget Amendment#2) ❖ 2. Summary of proposed 2021 budget adjustments by fund and department(Schedule A) ❖ 3. Summary of proposed changes to adopted 2021 budget by fund (Schedule B) AUBURN * MORE THAN YOU IMAGINIP®ge 27 of 268 ORDINANCE NO. 6827 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AMENDING ORDINANCE NO. 6794, THE 2021-2022 BIENNIAL OPERATING BUDGET ORDINANCE, AND ORDINANCE NO. 6796, THE 2021-2022 BIENNIAL CAPITAL BUDGET, AS AMENDED BY ORDINANCE NO. 6815, AUTHORIZING AMENDMENT TO THE CITY OF AUBURN 2021-2022 BUDGET AS SET FORTH IN SCHEDULE "A" AND SCHEDULE "B" WHEREAS, the Auburn City Council at its regular meeting of November 16, 2020, adopted Ordinances No. 6794 and 6796 which adopted the City of Auburn 2021-2022 Biennial budget; and WHEREAS, the Auburn City Council at its regular meeting of April 5, 2021, adopted Ordinance No. 6815 (BA#1)which amended Ordinances No. 6794 and 6796 which adopted the City of Auburn 2021-2022 Biennial budget; and WHEREAS, the City of Auburn deems it necessary to appropriate additional funds to the various funds of the 2021 budget as outlined in this Ordinance (BA#2); and WHEREAS, this Ordinance has been approved by one more than the majority of all councilpersons in accordance with RCW 35A.34.200. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON DO ORDAIN AS FOLLOWS: Section 1. Amendment of the 2021-2022 Biennial Budget. The 2021- 2022 Biennial Budget of the City of Auburn is amended pursuant to Chapter 35A.34 RCW, to reflect the revenues and expenditures as shown on Schedule "A" attached hereto and incorporated herein by reference. The Mayor of the City of Auburn, Ordinance No. 6827 July 21, 2021 Page 1 of 2 Page 28 of 268 Washington is hereby authorized to utilize revenue and expenditure amounts shown on said Schedule "A" and Schedule "B". A copy of said Schedule "A" and Schedule "B" is on file with the City Clerk and available for public inspection. Section 2. Implementation. The Mayor is authorized to implement those administrative procedures necessary to carry out the directives 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 of it to any person or circumstance, will 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 will take effect and be in force five days from and after its passage, approval, and publication as provided by law. INTRODUCED: PASSED: APPROVED: NANCY BACKUS, MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Published: Ordinance No. 6827 July 21, 2021 Page 2 of 2 Page 29 of 268 Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance General Fund (#001) 2021 Adopted Budget 19,948,152 72,870,710 82,294,077 10,524,785 Previous Budget Amendments 192,500 189,900 822,600 (440,200) 2021 Amended Budget 20,140,652 73,060,610 83,116,677 10,084,585 BA#2(Ordinance#,Proposed): 11,087,748 1,187,900 5,224,400 7,051,248 General Fund Revenues: Add Streamlined Sales Tax(SST)revenues for 2021 - 1,000,000 - 1,000,000 Community Development Department: Add budget for eCityGov Alliance annual subscription(fee supported) - - 65,000 (65,000) Increase budget for City-owned parking lot repair - - - - Police Department: Purchase BolaWrap devices to enhance de-escalation tactics - - 51,000 (51,000) Replace Crisis Negotiations van(partly paid in) - - 17,400 (17,400) Public Works Department: Budget for update to the Comprehensive Transportation Plan - - 40,000 (40,000) Parks Department: "No Child Left Inside"grant from WA State Recreation Conservation Office - 22,900 22,900 - WSDA Relief and Recovery grant for the Auburn International Farmers'Market - 20,000 20,000 - Golf Course maintenance and improvement projects - 115,000 115,000 - Increase Golf Course pro shop front counter staffing - 25,000 25,000 - King County grant to promote physical fitness for children - 5,000 5,000 - City Attorney's Office: Emergency repairs to a paved trail on City property - - 40,000 (40,000) Increase budget for Auburn Food Bank to provide sheltering for homeless persons - - 275,000 (275,000) Design and construction of office space in the ACRC,incl the Community Court - - 75,000 (75,000) Add budget for operation of the Auburn Consolidated Resource Center(ACRC) - - 150,900 (150,900) Non-Departmental: Restore Utility Tax revenues from 2020 - - 1,781,500 (1,781,500) Restore Motor Vehicle Fuel Tax revenues from 2020 - - 432,600 (432,600) Restore transfer from Cumulative Reserve Fund from 2020 - - 2,000,000 (2,000,000) True up 2021 beginning fund balance to 2020 ending fund balance 11,087,748 - - 11,087,748 Reimburse Equipment Rental Fund for 2020 purchase of police vehicles - - 108,100 (108,100) Revised 2021 Budget-Fund 001 31,228,400 74,248,510 88,341,077 17,135,833 Page 30 of 268 Page 1 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Arterial Street Fund (#102) 2021 Adopted Budget 1,015,159 4,948,080 5,535,930 427,309 Previous Budget Amendments and CIP Carry-Forwards 1,147,695 2,684,923 3,897,618 (65,000) 2021 Amended Budget 2,162,854 7,633,003 9,433,548 362,309 BA#2(Ordinance#,Proposed): 121,221 1,023,600 950,000 194,821 Restore Motor Vehicle Fuel Tax revenues from 2020 - 9,600 - 9,600 True up 2021 beginning fund balance to 2020 ending fund balance 121,221 - - 121,221 Add revenue for fee-in-lieu of street improvements agreements - 200,000 - 200,000 Budget for High Friction Surface Treatment project(grant-funded) - 414,000 420,000 (6,000) Increase budget for Arterial Pedestrian and Bicycle Safety Project - - 130,000 (130,000) Move budget for A Street Loop from 2022 to 2021 (funded by traffic impact fees) - 400,000 400,000 - Revised 2021 Budget-Fund 102 2,284,075 8,656,603 10,383,548 557,130 Local Street Fund (#103) 2021 Adopted Budget 1,321,778 2,360,600 2,363,950 1,318,428 Previous Budget Amendments and CIP Carry-Forwards 1,257,269 - 1,257,269 - 2021 Amended Budget 2,579,047 2,360,600 3,621,219 1,318,428 BA#2(Ordinance#,Proposed): 709,525 - - 709,525 True up 2021 beginning fund balance to 2020 ending fund balance 709,525 - - 709,525 Revised 2021 Budget-Fund 103 3,288,572 2,360,600 3,621,219 2,027,953 Hotel/Motel Tax Fund (#104) 2021 Adopted Budget 225,286 139,100 177,110 187,276 Previous Budget Amendments - - - - 2021 Amended Budget 225,286 139,100 177,110 187,276 BA#2(Ordinance#,Proposed): 90,521 - - 90,521 True up 2021 beginning fund balance to 2020 ending fund balance 90,521 - - 90,521 Revised 2021 Budget-Fund 104 315,807 139,100 177,110 277,797 Page 31 of 268 Page 2 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Arterial Street Preservation Fund (#105) 2021 Adopted Budget 1,606,304 2,794,050 2,886,250 1,514,104 Previous Budget Amendments and CIP Carry-Forwards 1,832,573 2,387,718 4,220,291 - 2021 Amended Budget 3,438,877 5,181,768 7,106,541 1,514,104 BA#2(Ordinance#,Proposed): (52,951) 2,325,600 2,344,100 (71,451) Restore Utility Tax revenues from 2020 - - 18,500 (18,500) Increase budget for Lea Hill Road Bridge Deck Preservation(grant-funded) - 280,000 280,000 - Allocate Transportation Impact Board(TIB)grant funding for 4th Street SE project - 1,747,600 1,747,600 - Increase budget for Auburn Way N preservation project phase 2(grant-funded) - 210,300 210,300 - Increase budget for Auburn Way N preservation project phase 3(grant-funded) - 87,700 87,700 - True up 2021 beginning fund balance to 2020 ending fund balance (52,951) - - (52,951) Revised 2021 Budget-Fund 105 3,385,926 7,507,368 9,450,641 1,442,653 Drug Forfeiture Fund (#117) 2021 Adopted Budget 957,967 147,600 492,994 612,573 Previous Budget Amendments 10,000 - 32,000 (22,000) 2021 Amended Budget 967,967 147,600 524,994 590,573 BA#2(Ordinance#,Proposed): 55,534 - 86,800 (31,266) True up 2021 beginning fund balance to 2020 ending fund balance 55,534 - - 55,534 Revised 2021 Budget-Fund 117 1,023,501 147,600 611,794 559,307 Housing & Comm Develop Fund (#119) 2021 Adopted Budget 42,904 600,000 600,000 42,904 Previous Budget Amendments - 952,100 952,100 - 2021 Amended Budget 42,904 1,552,100 1,552,100 42,904 BA#2(Ordinance#,Proposed): (579) - - (579) True up 2021 beginning fund balance to 2020 ending fund balance (579) - - (579) Revised 2021 Budget-Fund 119 42,325 1,552,100 1,552,100 42,325 Page 32 of 268 Page 3 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Recreation Trails Fund (#120) 2021 Adopted Budget 79,425 7,700 - 87,125 Previous Budget Amendments - - - - 2021 Amended Budget 79,425 7,700 - 87,125 BA#2(Ordinance#,Proposed): 2,287 - - 2,287 True up 2021 beginning fund balance to 2020 ending fund balance 2,287 - - 2,287 Revised 2021 Budget-Fund 120 81,712 7,700 - 89,412 BIA Fund (#121) 2021 Adopted Budget 96,325 55,700 90,000 62,025 Previous Budget Amendments - - - - 2021 Amended Budget 96,325 55,700 90,000 62,025 BA#2(Ordinance#,Proposed): 73,070 - - 73,070 True up 2021 beginning fund balance to 2020 ending fund balance 73,070 - - 73,070 Revised 2021 Budget-Fund 121 169,395 55,700 90,000 135,095 Cumulative Reserve Fund (#122) 2021 Adopted Budget 6,383,315 101,000 - 6,484,315 Previous Budget Amendments and CIP Carry-Forwards - - - - 2021 Amended Budget 6,383,315 101,000 - 6,484,315 BA#2(Ordinance#,Proposed): 2,239,029 2,000,000 42,200 4,196,829 Restore transfer from Cumulative Reserve Fund from 2020 - 2,000,000 - 2,000,000 Transfers from operating to capital funds for capital carry forwards - - 42,200 (42,200) True up 2021 beginning fund balance to 2020 ending fund balance 2,239,029 - - 2,239,029 Revised 2021 Budget-Fund 122 8,622,344 2,101,000 42,200 10,681,144 Page 33 of 268 Page 4 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Mitigation Fees Fund (#124) 2021 Adopted Budget 12,420,562 1,217,560 4,265,480 9,372,642 Previous Budget Amendments and CIP Carry-Forwards 1,101,257 - 1,576,257 (475,000) 2021 Amended Budget 13,521,819 1,217,560 5,841,737 8,897,642 BA#2(Ordinance#,Proposed): 895,203 - 1,170,200 (274,997) Move budget for A Street Loop from 2022 to 2021 (funded by traffic impact fees) - - 400,000 (400,000) Increase budget for 104th Ave Park development project - - 770,200 (770,200) True up 2021 beginning fund balance to 2020 ending fund balance 895,203 - - 895,203 Revised 2021 Budget-Fund 124 14,417,022 1,217,560 7,011,937 8,622,645 City Hall Annex 2010 A&B Bond Fund (#230) 2021 Adopted Budget 4,489 1,645,300 1,645,300 4,489 Previous Budget Amendments - - - - 2021 Amended Budget 4,489 1,645,300 1,645,300 4,489 BA#2(Ordinance#6764,Proposed): (4,489) (1,645,300) (1,645,300) (4,489) Move debt service on 2010 debt to 2020 LTGO A&B Refunding Bonds Fund - (1,645,300) (1,645,300) - True up 2021 beginning fund balance to 2020 ending fund balance (4,489) - - (4,489) Revised 2021 Budget-Fund 230 - - - - Local Revitalization 2010 C&D Bond Fund (#231) _ 2021 Adopted Budget 33,593 574,070 573,800 33,863 Previous Budget Amendments - - - - 2021 Amended Budget 33,593 574,070 573,800 33,863 BA#2(Ordinance#,Proposed): (33,593) (574,070) (573,800) (33,863) Move debt service on 2010 debt to 2020 LTGO A&B Refunding Bonds Fund - (574,070) (573,800) (270) True up 2021 beginning fund balance to 2020 ending fund balance (33,593) - - (33,593) Revised 2021 Budget-Fund 231 - - - - Page 34 of 268 Page 5 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance 2020 LTGO A&B Refunding Bonds Fund (#232) 2021 Adopted Budget - - - - Previous Budget Amendments - - - - 2021 Amended Budget - - - - BA#2(Ordinance#6764,Proposed): 92,708 2,219,370 2,209,250 102,828 Move debt service on 2010 debt to 2020 LTGO A&B Refunding Bonds Fund - 2,219,370 2,209,250 10,120 True up 2021 beginning fund balance to 2020 ending fund balance 92,708 - - 92,708 Revised 2021 Budget-Fund 232 92,708 2,219,370 2,209,250 102,828 LID Guarantee Fund (#249) 2021 Adopted Budget 1,669 10 - 1,679 Previous Budget Amendments - - - - 2021 Amended Budget 1,669 10 - 1,679 BA#2(Ordinance#,Proposed): 7 - - 7 True up 2021 beginning fund balance to 2020 ending fund balance 7 - - 7 Revised 2021 Budget-Fund 249 1,676 10 - 1,686 LID 350 Fund (#275) 2021 Adopted Budget 403 960 - 1,363 Previous Budget Amendments - - - - 2021 Amended Budget 403 960 - 1,363 BA#2(Ordinance#,Proposed): 794 - - 794 True up 2021 beginning fund balance to 2020 ending fund balance 794 - - 794 Revised 2021 Budget-Fund 275 1,197 960 - 2,157 Page 35 of 268 Page 6 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Parks Construction Fund (#321) 2021 Adopted Budget 819,996 3,095,800 2,883,800 1,031,996 Previous Budget Amendments and CIP Carry-Forwards 137,009 100,000 237,009 - 2021 Amended Budget 957,005 3,195,800 3,120,809 1,031,996 BA#2(Ordinance#,Proposed): (63,670) - 177,500 (241,170) Miscellaneous Parks improvement projects - - 177,500 (177,500) True up 2021 beginning fund balance to 2020 ending fund balance (63,670) - - (63,670) Revised 2021 Budget-Fund 321 893,335 3,195,800 3,298,309 790,826 Capital Improvements Fund (#328) 2021 Adopted Budget 7,705,844 4,264,180 7,932,720 4,037,304 Previous Budget Amendments and CIP Carry-Forwards 1,470,972 1,639,595 3,210,567 (100,000) 2021 Amended Budget 9,176,816 5,903,775 11,143,287 3,937,304 BA#2(Ordinance#,Proposed): 1,107,511 3,063,400 798,200 3,372,711 4Culture Cultural Facilities grant - 28,000 28,000 - Restore Motor Vehicle Fuel Tax revenues from 2020 - 423,000 - 423,000 Restore transfer from Cumulative Reserve Fund from 2020 - 1,800,000 - 1,800,000 Transfers from operating to capital funds for capital carry forwards - 42,200 - 42,200 Increase budget for 104th Ave Park development project - 770,200 770,200 - True up 2021 beginning fund balance to 2020 ending fund balance 1,107,511 - - 1,107,511 Revised 2021 Budget-Fund 328 10,284,327 8,967,175 11,941,487 7,310,015 Local Revitalization Fund (#330) IN7 11 2021 Adopted Budget 244,000 1,000 245,000 - Previous Budget Amendments and CIP Carry-Forwards 111,086 - 111,086 - 2021 Amended Budget 355,086 1,000 356,086 - BA#2(Ordinance#,Proposed): - 34,000 34,000 - Increase budget for City-owned parking lot repair - 34,000 34,000 - Revised 2021 Budget-Fund 330 355,086 35,000 390,086 - Page 36 of 268 Page 7 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Water Fund (#430) 2021 Adopted Budget 17,088,517 19,149,300 25,067,833 11,169,984 Previous Budget Amendments and CIP Carry-Forwards - - 1,622,500 (1,622,500) 2021 Amended Budget 17,088,517 19,149,300 26,690,333 9,547,484 BA#2(Ordinance#,Proposed): 6,540,539 - 3,075,720 3,464,819 New FTE in M&O Division-Administrative Specialist(1/2 year in 2021) - - 6,700 (6,700) Transfers from operating to capital funds for capital carry forwards - - 2,990,020 (2,990,020) Transfer budget from operating to capital for water rights evaluation services - - 79,000 (79,000) True up 2021 beginning working capital to 2020 ending working capital 6,540,539 - - 6,540,539 Revised 2021 Budget-Fund 430 23,629,056 19,149,300 29,766,053 13,012,303 Sewer Fund (#431) 2021 Adopted Budget 7,837,981 9,670,730 8,507,355 9,001,356 Previous Budget Amendments and CIP Carry-Forwards - - 22,500 (22,500) 2021 Amended Budget 7,837,981 9,670,730 8,529,855 8,978,856 BA#2(Ordinance#,Proposed): 878,126 - 6,700 871,426 New FTE in M&O Division-Administrative Specialist(1/2 year in 2021) - - 6,700 (6,700) True up 2021 beginning working capital to 2020 ending working capital 878,126 - - 878,126 Revised 2021 Budget-Fund 431 8,716,107 9,670,730 8,536,555 9,850,282 Storm Drainage Fund (#432) 2021 Adopted Budget 8,943,194 10,686,150 9,366,223 10,263,121 Previous Budget Amendments and CIP Carry-Forwards - - 22,500 (22,500) 2021 Amended Budget 8,943,194 10,686,150 9,388,723 10,240,621 BA#2(Ordinance#,Proposed): 1,163,165 - 6,700 1,156,465 New FTE in M&O Division-Administrative Specialist(1/2 year in 2021) - - 6,700 (6,700) True up 2021 beginning working capital to 2020 ending working capital 1,163,165 - - 1,163,165 Revised 2021 Budget-Fund 432 10,106,359 10,686,150 9,395,423 11,397,086 Page 37 of 268 Page 8 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Sewer Metro Sub Fund (#433) 2021 Adopted Budget 2,066,136 20,335,950 20,331,250 2,070,836 Previous Budget Amendments - - - - 2021 Amended Budget 2,066,136 20,335,950 20,331,250 2,070,836 BA#2(Ordinance#,Proposed): 771,586 - - 771,586 True up 2021 beginning working capital to 2020 ending working capital 771,586 - - 771,586 Revised 2021 Budget-Fund 433 2,837,722 20,335,950 20,331,250 2,842,422 Solid Waste Fund (#434) i 2021 Adopted Budget 5,753,618 16,775,500 16,950,830 5,578,288 Previous Budget Amendments - - 81,000 (81,000) 2021 Amended Budget 5,753,618 16,775,500 17,031,830 5,497,288 BA#2(Ordinance#,Proposed): 174,299 - - 174,299 True up 2021 beginning working capital to 2020 ending working capital 174,299 - - 174,299 Revised 2021 Budget-Fund 434 5,927,917 16,775,500 17,031,830 5,671,587 Airport Fund (#435) il 2021 Adopted Budget 810,777 5,285,700 4,487,696 1,608,781 Previous Budget Amendments - - - - 2021 Amended Budget 810,777 5,285,700 4,487,696 1,608,781 BA#2(Ordinance#,Proposed): 193,185 - 44,210 148,975 Move budget for Airport maintenance projects to capital subfund - - - - 435.00.597.100.55 OPERATING TRANSFERS OUT (100,000) 435 00.546.800.48 REPAIRS&MAINTENANCE 100,000 Transfers from operating to capital funds for capital carry forwards - - 44,210 (44,210) True up 2021 beginning working capital to 2020 ending working capital 193,185 - - 193,185 Revised 2021 Budget-Fund 435 1,003,962 5,285,700 4,531,906 1,757,756 Page 38 of 268 Page 9 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Cemetery Fund (#436) 2021 Adopted Budget 505,802 1,203,600 1,344,820 364,582 Previous Budget Amendments - - - - 2021 Amended Budget 505,802 1,203,600 1,344,820 364,582 BA#2(Ordinance#,Proposed): 566,587 - 100,070 466,517 Transfers from operating to capital funds for capital carry forwards - - 15,670 (15,670) True up 2021 beginning working capital to 2020 ending working capital 566,587 - 84,400 482,187 Revised 2021 Budget-Fund 436 1,072,389 1,203,600 1,444,890 831,099 Water Capital Fund (#460) 2021 Adopted Budget 888,139 11,614,710 10,670,410 1,832,439 Previous Budget Amendments and CIP Carry-Forwards 4,342,319 1,600,000 5,942,319 - 2021 Amended Budget 5,230,458 13,214,710 16,612,729 1,832,439 BA#2(Ordinance#,Proposed): (4,826,176) 2,990,020 (79,000) (1,757,156) Transfers from operating to capital funds for capital carry forwards - 2,990,020 - 2,990,020 Transfer budget from operating to capital for water rights evaluation services - - (79,000) 79,000 True up 2021 beginning working capital to 2020 ending working capital (4,826,176) - - (4,826,176) Revised 2021 Budget-Fund 460 404,282 16,204,730 16,533,729 75,283 Sewer Capital Fund (#461) 2021 Adopted Budget 10,762,357 762,400 3,399,600 8,125,157 Previous Budget Amendments and CIP Carry-Forwards 2,615,154 - 2,615,154 - 2021 Amended Budget 13,377,511 762,400 6,014,754 8,125,157 BA#2(Ordinance#,Proposed): (395,750) - - (395,750) True up 2021 beginning working capital to 2020 ending working capital (395,750) - - (395,750) Revised 2021 Budget-Fund 461 12,981,761 762,400 6,014,754 7,729,407 Page 39 of 268 Page 10 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Storm Drainage Capital Fund (#462) 2021 Adopted Budget 10,569,965 838,870 4,695,700 6,713,135 Previous Budget Amendments 679,311 - 679,311 - 2021 Amended Budget 11,249,276 838,870 5,375,011 6,713,135 BA#2(Ordinance#,Proposed): 657,285 - 150,000 507,285 Purchase Bobcat Triverus Municipal Cleaning Vehicle for sidewalk cleaning - - 150,000 (150,000) True up 2021 beginning working capital to 2020 ending working capital 657,285 - - 657,285 Revised 2021 Budget-Fund 462 11,906,561 838,870 5,525,011 7,220,420 Airport Capital Fund (#465) • 2021 Adopted Budget 20,557 3,000,200 2,891,600 129,157 Previous Budget Amendments and CIP Carry-Forwards 44,210 13,500 57,710 - 2021 Amended Budget 64,767 3,013,700 2,949,310 129,157 BA#2(Ordinance#,Proposed): 96,573 (55,790) (100,000) 140,783 Move budget for Airport maintenance projects to capital subfund - (100,000) (100,000) - Transfers from operating to capital funds for capital carry forwards - 44,210 - 44,210 True up 2021 beginning working capital to 2020 ending working capital 96,573 - - 96,573 Revised 2021 Budget-Fund 465 161,340 2,957,910 2,849,310 269,940 Cemetery Capital Fund (#466) 2021 Adopted Budget 48,983 800 40,100 9,683 Previous Budget Amendments and CIP Carry-Forwards 15,673 - 15,673 - 2021 Amended Budget 64,656 800 55,773 9,683 BA#2(Ordinance#,Proposed): (56,471) 100,070 - 43,599 Transfers from operating to capital funds for capital carry forwards - 15,670 - 15,670 True up 2021 beginning working capital to 2020 ending working capital (56,471) 84,400 - 27,929 Revised 2021 Budget-Fund 466 8,185 100,870 55,773 53,282 Page 40 of 268 Page 11 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Insurance Fund (#501) 2021 Adopted Budget 1,741,353 12,800 182,900 1,571,253 Previous Budget Amendments - - 30,000 (30,000) 2021 Amended Budget 1,741,353 12,800 212,900 1,541,253 BA#2(Ordinance#,Proposed): 48,262 - - 48,262 True up 2021 beginning working capital to 2020 ending working capital 48,262 - - 48,262 Revised 2021 Budget-Fund 501 1,789,615 12,800 212,900 1,589,515 Workers' Comp Fund (#503) . 2021 Adopted Budget 2,382,027 1,139,400 876,800 2,644,627 Previous Budget Amendments - - - - 2021 Amended Budget 2,382,027 1,139,400 876,800 2,644,627 BA#2(Ordinance#,Proposed): 58,098 - - 58,098 True up 2021 beginning working capital to 2020 ending working capital 58,098 - - 58,098 Revised 2021 Budget-Fund 503 2,440,125 1,139,400 876,800 2,702,725 Facilities Fund (#505) 2021 Adopted Budget 986,936 3,713,100 4,076,191 623,845 Previous Budget Amendments - 235,600 235,600 - 2021 Amended Budget 986,936 3,948,700 4,311,791 623,845 BA#2(Ordinance#,Proposed): 147,089 - - 147,089 True up 2021 beginning working capital to 2020 ending working capital 147,089 - - 147,089 Revised 2021 Budget-Fund 505 1,134,025 3,948,700 4,311,791 770,934 Page 41 of 268 Page 12 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Innovation & Technology Fund (#518) 2021 Adopted Budget 2,597,407 6,724,750 7,372,520 1,949,637 Previous Budget Amendments 141,000 - 141,000 - 2021 Amended Budget 2,738,407 6,724,750 7,513,520 1,949,637 BA#2(Ordinance#,Proposed): 126,252 - - 126,252 True up 2021 beginning working capital to 2020 ending working capital 126,252 - - 126,252 Revised 2021 Budget-Fund 518 2,864,659 6,724,750 7,513,520 2,075,889 Equipment Rental Fund (#550) 2021 Adopted Budget 2,384,056 2,306,800 3,138,077 1,552,779 Previous Budget Amendments - - - - 2021 Amended Budget 2,384,056 2,306,800 3,138,077 1,552,779 BA#2(Ordinance#,Proposed): 238,514 - 11,400 227,114 New FTE in M&O Division-Administrative Specialist(1/2 year in 2021) - - 11,400 (11,400) True up 2021 beginning working capital to 2020 ending working capital 238,514 - - 238,514 Revised 2021 Budget-Fund 550 2,622,570 2,306,800 3,149,477 1,779,893 Equipment Rental Capital Fund (#560) 2021 Adopted Budget 4,104,409 3,046,920 3,248,600 3,902,729 Previous Budget Amendments and CIP Carry-Forwards 1,311,290 117,100 1,690,890 (262,500) 2021 Amended Budget 5,415,699 3,164,020 4,939,490 3,640,229 BA#2(Ordinance#,Proposed): (935,088) 212,300 207,900 (930,688) Reimburse Equipment Rental Fund for 2020 purchase of police vehicles - 108,100 74,900 33,200 Replace Crisis Negotiations van(partly paid in) - 104,200 133,000 (28,800) True up 2021 beginning working capital to 2020 ending working capital (935,088) - - (935,088) Revised 2021 Budget-Fund 560 4,480,611 3,376,320 5,147,390 2,709,541 Page 42 of 268 Page 13 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg. Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance IT Capital Fund (#568) 2021 Adopted Budget 545,314 579,700 489,200 635,814 Previous Budget Amendments and CIP Carry-Forwards 328,985 - 328,985 - 2021 Amended Budget 874,299 579,700 818,185 635,814 BA#2(Ordinance#,Proposed): (135,461) - - (135,461) True up 2021 beginning working capital to 2020 ending working capital (135,461) - - (135,461) Revised 2021 Budget-Fund 568 738,838 579,700 818,185 500,353 Fire Pension Fund (#611) i 2021 Adopted Budget 2,033,441 103,500 210,204 1,926,737 Previous Budget Amendments - - - - 2021 Amended Budget 2,033,441 103,500 210,204 1,926,737 BA#2(Ordinance#,Proposed): 55,039 - - 55,039 True up 2021 beginning fund balance to 2020 ending fund balance 55,039 - - 55,039 Revised 2021 Budget-Fund 611 2,088,480 103,500 210,204 1,981,776 SKHHP Fund (#654) 2021 Adopted Budget 241,645 253,100 307,860 186,885 Previous Budget Amendments - - - - 2021 Amended Budget 241,645 253,100 307,860 186,885 BA#2(Ordinance#6764,Proposed): 38,028 - - 38,028 True up 2021 beginning fund balance to 2020 ending fund balance 38,028 - - 38,028 Revised 2021 Budget-Fund 654 279,673 253,100 307,860 224,913 Cemete Endowment Fund #701 2021 Adopted Budget 1,983,146 63,620 - 2,046,766 Previous Budget Amendments and CIP Carry-Forwards - - - - 2021 Amended Budget 1,983,146 63,620 - 2,046,766 BA#2(Ordinance#,Proposed): 39,116 - - 39,116 True up 2021 beginning fund balance to 2020 ending fund balance 39,116 - - 39,116 Revised 2021 Budget-Fund 701 2,022,262 63,620 - 2,085,882 Page 43 of 268 Page 14 of 15 7/19/2021 9:31 AM Schedule A Summary of 2021 Budget Adjustments by Fund Budget Amendment#2 (Ordinance#6827) Beg.Fund 2021 2021 Ending Fund Balance Revenues Expenditures Balance Grand Total -All Funds 2021 Adopted Budget 137,202,931 213,828,120 241,379,280 109,651,771 Previous Budget Amendments 16,738,303 9,920,436 29,801,939 (3,143,200) 2021 Amended Budget 153,941,234 223,748,556 271,181,219 106,508,571 I TOTAL BA#2(Ordinance#,Proposed): 21,762,672 12,881,100 14,241,250 20,402,522 Revised 2021 Budget 175,703,906 236,629,656 285,422,469 126,911,093 412,333,562 412,333,562 Page 44 of 268 Page 15 of 15 7/19/2021 9:31 AM Schedule B 2021 Appropriations by Fund 2021 CIP Adopted BA#1 Carry BA#2 Total Revised andM Budget (Ord#6815) Forwards (Ord#6827) Amendments Budget General Fund(#001) 92,818,862 382,400 - 12,275,648 12,658,048 105,476,9101 Arterial Street Fund(#102) 5,963,239 - 3,832,618 1,144,821 4,977,439 10,940,678 Local Street Fund(#103) 3,682,378 - 1,257,269 709,525 1,966,794 5,649,172 Hotel/Motel Tax Fund(#104) 364,386 - - 90,521 90,521 454,907 Arterial Street Preservation Fund(#105) 4,400,354 - 4,220,291 2,272,649 6,492,940 10,893,294 Drug Forfeiture Fund(#117) 1,105,567 10,000 - 55,534 65,534 1,171,101 Housing&Comm Develop Fund(#119) 642,904 952,100 - (579) 951,521 1,594,425 Recreation Trails Fund(#120) 87,125 - - 2,287 2,287 89,412 BIA Fund(#121) 152,025 - - 73,070 73,070 225,095 Cumulative Reserve Fund(#122) 6,484,315 - - 4,239,029 4,239,029 10,723,344 Mitigation Fees Fund(#124) 13,638,122 - 1,101,257 895,203 1,996,460 15,634,582 1998 GO Library Bond Fund(#229) - - - - - - City Hall Annex 2010 A&B Bond Fund(#230) 1,649,789 - - (1,649,789) (1,649,789) - Local Revitalization 2010 C&D Bond Fund(#231) 607,663 - - (607,663) (607,663) - 2020 LTGO A&B Refunding Bonds Fund(#232) - - - 2,312,078 2,312,078 2,312,078 SCORE Debt Service Fund(#238) 1,366,100 - - - - 1,366,100 LID Guarantee Fund(#249) 1,679 - - 7 7 1,686 LID 350 Fund(#275) 1,363 - - 794 794 2,157 Golf/Cemetery 2016 Refunding Fund(#276) 371,000 - - - - 371,000 Parks Construction Fund(#321) 3,915,796 100,000 137,009 (63,670) 173,339 4,089,135 Capital Improvements Fund(#328) 11,970,024 180,000 2,930,567 4,170,911 7,281,478 19,251,502 Local Revitalization Fund(#330) 245,000 - 111,086 34,000 145,086 390,086 Water Fund(#430) 36,237,817 - - 6,540,539 6,540,539 42,778,356 Sewer Fund(#431) 17,508,711 - - 878,126 878,126 18,386,837 Storm Drainage Fund(#432) 19,629,344 - - 1,163,165 1,163,165 20,792,509 Sewer Metro Sub Fund(#433) 22,402,086 - - 771,586 771,586 23,173,672 Solid Waste Fund(#434) 22,529,118 - - 174,299 174,299 22,703,417 Airport Fund(#435) 6,096,477 - - 193,185 193,185 6,289,662 Cemetery Fund(#436) 1,709,402 - - 566,587 566,587 2,275,989 Water Capital Fund(#460) 12,502,849 1,600,000 4,342,319 (1,836,156) 4,106,163 16,609,012 Sewer Capital Fund(#461) 11,524,757 - 2,615,154 (395,750) 2,219,404 13,744,161 Storm Drainage Capital Fund(#462) 11,408,835 - 679,311 657,285 1,336,596 12,745,431 Airport Capital Fund(#465) 3,020,757 - 57,710 40,783 98,493 3,119,250 Cemetery Capital Fund(#466) 49,783 - 15,673 43,599 59,272 109,055 Insurance Fund(#501) 1,754,153 - - 48,262 48,262 1,802,415 Workers'Comp Fund(#503) 3,521,427 - - 58,098 58,098 3,579,525 Facilities Fund(#505) 4,700,036 235,600 - 147,089 382,689 5,082,725 Innovation&Technology Fund(#518) 9,322,157 141,000 - 126,252 267,252 9,589,409 Equipment Rental Fund(#550) 4,690,856 - - 238,514 238,514 4,929,370 Equipment Rental Capital Fund(#560) 7,151,329 117,100 1,311,290 (722,788) 705,602 7,856,931 IT Capital Fund(#568) 1,125,014 - 328,985 (135,461) 193,524 1,318,538 Fire Pension Fund(#611) 2,136,941 - - 55,039 55,039 2,191,980 SKHHP Fund(#654) 494,745 - - 38,028 38,028 532,773 Cemetery Endowment Fund(#701) 2,046,766 - - 39,116 39,116 2,085,882 Tot 351,031,051 3,718,200 22,940,539 34,643,772 61,302,511 412,333,562 Page 45 of 268 CITY OFi-J - V I x K AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Ordinance No. 6830 (O'Neil) July 29, 2021 Department: Attachments: Budget Impact: Police Ordinance No.6830 Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council to Approve Ord 6830. Background for Motion: This ordinance will authorize the City of Auburn Police Department to pursue purchasing body cameras and the development of body worn camera policies in consultation with the Police Advisory Committee. The Auburn Police Department has presented body camera options to Council and has identified the operational needs to use body cameras. Background Summary: The City of Auburn Police Department is interested in pursuing body cameras as part of its commitment to open, transparent, and professional policing. The process for procuring body cameras will be a competitive process, which will require Council to authorize budgetary authority in advance of entering into a contract. RCW 10.109.020 strongly recommends that cities adopt an ordinance regarding police body cam use that includes a community involvement process for developing body cam use policies. In 2020, the APD created a Police Advisory Committee (PAC) to provide individuals with the ability to give input to the APD regarding concerns, issues and policies related to police community transparency and accountability. The PAC will be asked to periodically provide the APD with input into the development of operational policies governing the Department's body worn camera use. Ordinance 6830 proposes to add a new section to Auburn City Code (ACC) Chapter 9.02 to authorize the use of body worn cameras and the development of body worn camera policies in consultation with the PAC. Reviewed by Council Committees: Councilmember: Jeyaraj Staff: O'Neil Meeting Date: August 2, 2021 Item Number: ORD.B Page 46 of 268 Page 47 of 268 ORDINANCE NO. 6830 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, (1) ADDING A NEW SECTION TO THE AUBURN CITY CODE (ACC) THAT AUTHORIZES THE AUBURN POLICE DEPARTMENT TO USE BODY WORN CAMERAS AND PROVIDES A PROCESS FOR COMMUNITY INPUT INTO BODY WORN CAMERA POLICY DEVELOPMENT; AND (2) AUTHORIZING THE AUBURN POLICE DEPARTMENT TO ENGAGE IN A COMPETITIVE NEGOTIATION PROCESS TO PROCURE BODY WORN CAMERAS AND RELATED EQUIPMENT WHEREAS, to enhance transparency and accountability, the Auburn Police Department (APD) seeks to expand its use of body worn cameras (body cams) by officers in the course of official duties; WHEREAS, RCW 10.109.020 strongly recommends that cities adopt an ordinance regarding police body cam use that includes a community involvement process for developing body cam use policies; WHEREAS, the APD is prepared to undertake a competitively negotiated process for the purchase of body cams and related audio/video recording equipment from qualified vendors; WHEREAS, in 2020 the APD created a Police Advisory Committee (PAC) to provide individuals with the ability to give input to the APD regarding concerns, issues and policies related to police community transparency and accountability; WHEREAS, the PAC may periodically provide the APD with input into the development of operational policies governing the Department's body worn camera use; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, DO ORDAIN as follows: Ordinance No. 6830 July 29, 2021 Page 1 of 3 Page 48 of 268 Section 1. New City Code section. A new section is added to Auburn City Code (ACC) Chapter 9.02 to read as follows: ACC 9.02.130 Police Use of Body Worn Cameras A. Authorization to use Body Worn Cameras. Officers employed with the Auburn Police Department are authorized to use body worn cameras consistent with the limitations of RCW 10.109.030 and with any department policies enacted pursuant to RCW 10.109.010. B. Development of Body Worn Camera policies. Members of the Auburn Police Department's Police Advisory Committee may periodically provide the Chief of Police with input into the development of operational policies governing the Department's body worn camera use. Section 2. Codification. Section 1 of this Ordinance shall be codified and included in the ACC. This section and the remaining sections of this Ordinance shall not be codified or added to the ACC. Section 3. Competitive negotiation process for equipment purchases. The APD is authorized to engage in a competitive negotiation process to procure body cams, their associated software and services, and other related police equipment from a qualified vendor. Subject to any required budget process, APD is further authorized to contract with a qualified vendor chosen through that process. Section 4. Implementation. The Mayor is authorized to implement those administrative procedures necessary to carry out the directives of this legislation. Section 5. 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 of it to any person or circumstance, will not affect the validity of the remainder of this ordinance, or the validity of its application to other persons or circumstances. Ordinance No. 6830 July 29, 2021 Page 2 of 3 Page 49 of 268 Section 6. 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. INTRODUCED: PASSED: APPROVED: NANCY BACKUS, MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Published: Ordinance No. 6830 July 29, 2021 Page 3 of 3 Page 50 of 268 CITY OF AU I - AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5600 (Gaub) July 27, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5600 Current Budget: $0 Local Agency Agreement temnlate Proposed Revision: $0 Vicinity Mans Revised Budget: $0 Administrative Recommendation: City Council adopt Resolution No. 5600. Background for Motion: This resolution would accept grant funding awarded to the City by WSDOT to design and construct sidewalks and other associated improvements along the east side of Riverwalk Drive SE between Auburn Way S and Howard Road, and along the southside of Auburn Way S between Howard Road and Muckleshoot Plaza. Background Summary: This resolution is to accept grant funding for two projects: The Auburn Way S (SR 164)— Southside Sidewalk project and the Riverwalk Drive SE sidewalk project. The grant funds are accepted using a Local Agency Agreement form. The template of this form has been included for reference and would be filled out with the information for each project and executed to accept the grant funds. The Auburn Way S (SR 164)— Southside Sidewalk project will construct sidewalk along the south side of Auburn Way S to fill the existing gap in sidewalk between Howard Road and the Muckleshoot Plaza intersection. The project will also install a Rapid Flashing Rectangular Beacon (RRFB) enhanced crosswalk across Howard Road. The grant awarded $695,000 for this project. The local match, to fully fund the project, is $150,000, with $75,000 planned from the 328 fund, and $75,000 anticipated to be provided by the Muckleshoot Indian Tribe. The Riverwalk Drive SE Non-Motorized Improvements project will construct sidewalk, street lighting, and related storm improvements to fill the existing gap in sidewalk along the east side of Riverwalk Drive SE between Auburn Way S and Howard Road. The project will also install a RRFB enhanced crosswalk at the intersection with Howard Road. The grant awarded $635,000 for this project. The local match for this project is $665,000, with $332,500 planned from the 102 Arterial Street fund, and $332,500 anticipated to be provided by the Muckleshoot Indian Tribe. In 2020, the City entered into a Memorandum of Understanding with the Tribe regarding the intent to partner on non-motorized improvements along Auburn Way South. Staff are currently in discussion on funding agreements for these projects. Page 51 of 268 Both projects are scheduled to be designed in 2021 and 2022, and constructed in 2023. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: RES.A Page 52 of 268 RESOLUTION NO. 5600 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE AND ADMINISTER AN AGREEMENT ACCEPTING TWO GRANTS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION FOR THE AUBURN WAY S (SR 164) SOUTHSIDE SIDEWALK PROJECT AND THE RIVERWALK DRIVE SE NON-MOTORIZED IMPROVEMENTS PROJECT WHEREAS, the City of Auburn's adopted Comprehensive Transportation Plan establishes policies to build the City's non-motorized transportation system to enhance and encourage pedestrian travel in Auburn; and WHEREAS, Riverwalk Drive SE between Auburn Way S and Howard Road has a gap in non-motorized facilities; and WHEREAS, the City applied to the Washington State Department of Transportation (WSDOT) for, and has been awarded, a competitive grant to partially fund a project that will construct sidewalk on the south side of Riverwalk Drive SE to fill the gap between Auburn Way S and Howard Road (Riverwalk Drive Project) in the amount of $635,000; and WHEREAS, an estimated $665,000 of local match funding is required to fully fund the Riverwalk Drive Project; and WHEREAS, the Riverwalk Drive Project is included in the City's current Transportation Improvement Program (TIP) which shows anticipated City funding of $332,500 planned from the 102 Arterial Street Fund; and Resolution No. 5600 July 16, 2021 Page 1 Page 53 of 268 WHEREAS, through a memorandum of understanding, the remaining required local match funds ($332,500) are anticipated to be provided by the Muckleshoot Indian Tribe; and WHEREAS, Auburn Way S (SR 164) has a gap in the sidewalk along the southside of the road between Howard Road and Muckleshoot Plaza; and WHEREAS, the City applied to WSDOT for, and has been awarded, a competitive grant to partially fund a project that will construct sidewalk on the south side of SR 164 between Howard Road and Muckleshoot Plaza (SR 164 Project) in the amount of $695,000; and WHEREAS, an estimated $150,000 of local match funding is required to fully fund the project; and WHEREAS, the SR 164 Project is included in the City's current Transportation Improvement Program (TIP)which shows anticipated local match City funding of $75,000 planned from the 328 Capital Improvement Fund; and WHEREAS, through a memorandum of understanding, the remaining required local match funds of $75,000 are anticipated to be provided by the Muckleshoot Indian Tribe. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RESOLVES as follows: Section 1. The Mayor is authorized to execute and administer two grant agreements with the Washington State Transportation of Transportation for a total of $1,330,000 or any other amount authorized by WSDOT for the Riverwalk Drive Project and the SR 164 Project as long as local matching funds are available. Resolution No. 5600 July 16, 2021 Page 2 Page 54 of 268 Section 2. The Mayor is authorized to negotiate, enter, and administer agreements to spend the grant funds for the Riverwalk Drive Project and the SR 164 Project, and to implement other administrative procedures necessary to carry out the directives of this legislation. Section 3. That this Resolution shall take effect and be in full force on passage and signatures. Dated and Signed this day of , 2021 . CITY OF AUBURN NANCY BACKUS, MAYOR ATTEST: Shawn Campbell, City Clerk APPROVED AS TO FORM: Kendra R. Comeau, City Attorney Resolution No. 5600 July 16, 2021 Page 3 Page 55 of 268 Adak 111,71 'Washington State Department of Transportation Local Programs State Funding Agency and Address Agreement Work by Public Agencies Agreement Number Maximum Amount Authorized Location and Description of Work(See also Exhibit"A") Participating Percentage Project Number This AGREEMENT is made and entered into this day of between the STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, hereinafter called the "STATE," and the above named organization, hereinafter call the "AGENCY." WHEREAS, the AGENCY is planning the work shown above, and in connection therewith, the AGENCY has requested financial assistance for the project or program, and WHEREAS, the AGENCY has requested funds for the above shown project or program, which has been selected by the STATE for funding assistance. NOW THEREFORE, in consideration of the terms, conditions, covenants, and performances contained herein, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREE AS FOLLOWS: Estimate of Funding Type of Work (1) (2) (3) Estimated Total Estimated Agency Estimated Project Funds Funds State Funds PE a.Agency b.Other c.Other d.State e.Total PE Cost Estimate(a+b+c+d) Right of Way f.Agency g.Other h.Other i.State J.Total R/W Cost Estimate(f+g+h+i) Construction k.Contract I.Other m.Other n.Other o.Agency p.State q.Total CN Cost Estimate(k+l+m+n+o+p) r.Total Project Cost Estimate(e+j+q) DOT Form 140-087 Page 56p9Se?68 Revised 12/2020 I IV General Legal Relations The AGENCY agrees to perform the above described work in accordance No liability shall attach to the AGENCY or the STATE by reason of with the Project Application attached hereto as"Exhibit A"and made a entering into this AGREEMENT except as expressly provided herein. part of this AGREEMENT. V Plans,specifications,and cost estimates shall be prepared by the Nondiscrimination AGENCY in accordance with the current State of Washington Standard The AGENCY agrees to comply with all applicable state and federal Specifications for Road, Bridge,and Municipal Construction and adopted laws,rules,and regulations pertaining to nondiscrimination and agrees design standards, unless otherwise noted. The AGENCY will incorporate to require the same of all subcontractors providing services or performing the plans and specifications into the AGENCY's project and thereafter any work using funds provided under this AGREEMENT. advertise the resulting project for bid and,assuming bids are received VI and a contract is awarded,administer the contract,or if the project is of Venue a size which the AGENCY is authorized to perform with its own forces For the convenience of the parties to this AGREEMENT, it is agreed that under the laws of the State of Washington,the AGENCY may proceed any claims and/or causes of action which the AGENCY has against the with its own forces. STATE,growing out of this AGREEMENT or the project or program with All work performed under this AGREEMENT shall comply with the which it is concerned,shall be brought only in the Superior Court for applicable provisions of state law. Thurston County. II VII Payment Termination The STATE,in consideration of the faithful performance of the work to The Secretary of the Department of Transportation may terminate this be performed by the AGENCY,agrees to reimburse the AGENCY for AGREEMENT if the funding becomes unavailable or if the Secretary the percentage of the actual direct and related indirect cost of the work determines that it is in the best interest of the STATE. shown above, up to the"MAXIMUM AMOUNT AUTHORIZED". The VIII agency will comply with Governmental Accounting Auditing and Financial Final Report and Final Inspection Reporting Standards and applicable state law and local regulations, Within ninety(90)days following the completion of the project and policies and procedures. No payment will be made for work done prior to submission of the final billing for the project,a final report and/or final execution of this AGREEMENT. inspection shall be submitted to the Director, Highways&Local Programs Partial payments shall be made by the STATE, upon request of the containing the following information: AGENCY,to cover costs incurred. These payments are not to be more frequent than one(1)per month. It is agreed that any such partial Non Capital Proiects payment will not constitute agreement as to the appropriateness of any 1. A description of the project or program. item and that,at the time of the final audit,all required adjustments will 2. A summary of actual costs of the project or program. be made and reflected in a final payment.The AGENCY agrees to submit a final bill to the STATE within forty-five(45)days after the AGENCY has 3. An evaluation of the project or program. This should address completed work. aspects such as transportation and/or other benefits to the The AGENCY agrees that all costs in excess of the amount authorized public. and the AGENCY's matching funds shall be the responsibility of the Capital Proiects AGENCY. 1. Afinal inspection is required. III Audit IX The AGENCY agrees that an audit may be conducted by the STATE. Supplement During the progress of the work and for a period not less than three(3) This agreement may be modified or supplemented only in writing by years from the date of final payment to the AGENCY,the records and parties. accounts pertaining to the work and accounting thereof are to be kept available for inspection and audit by the STATE and copies of all records, accounts,documents,or other data pertaining to the project will be furnished upon request. If any litigation,claim,or audit is commenced, the records and accounts along with supporting documentation shall be retained until all litigation,claim,or audit finding has been resolved even though such litigation,claim,or audit continues past the three-year retention period. IN WITNESS WHEREOF,the parties hereto have executed this AGREEMENT on the day and year last written below. Agency Official Washington State By Department of Transportation By Director, Local Program Title Date Executed DOT Form 140-087 Page 5Tacg?68 Revised 12/2020 Pri SR 164 Project Map Created City of0 Map Created by City of Auburn eGIS Imagery Date:May 2015 SE di1 J ` y 1jnllll 11ST Nar i Qp SE SE SS TT 5T c y H T 2 944E e r ti 1 F SE 320TH ST \ I, to 2 8TH ST NE LE 7'2 U r 12ThI7SC I I.. 1 1` W MAIN 4, I E MAIN ST' E . ! 4131 S T SE II ,p .V/ l Ij, • i , 2'HST St ' u1 ` •- ti . STT ST SW di ti 1-- .., , ,EN / - �• ` - '- , F E AUBURN WAY S lI �\ 29TH ST SE K RIVW I i 1THIST S� , [ Proposed New 17TH ST SE I RRFB Location • • I• I ri+ I ui LL �,,," r 19TH ST5E ,r. I k7 ' t S.L. v z I cr Tw14w i —. I I I I.i -, •I 21ST ST SE I I • I,: If+ N I I ''2NCI St SF Proposed New 0 22ND T SE I Sidewalk II I ` -1RDsTSF 1 2rc►ST SE . , -- 124.THSTSE I _ I 4T11 � � 1,333.3 0 666.7 1,333.3 Feet Information shown is for general reference purposes only and does not necessarily 1 in = 667 ft1:$,000 represent exact geographic or cartographic NAD_1983_StatePlane_Washington_North_FIPS_4601_Feet data as mapped.The City of Auburn makes no Pay.a 58 cir288 warranty as to its accuracy. Pri d Riverwalk Drive Project Map Created City Map Created by City of Auburn eGIS �iT� Imagery Date:May 2015 E tTO� T Nw I c P�Nt SC 31.2tN I 41.1�" :'4.i' — 3 I 7 3 1 1_ N9 : 2. b T k i 'rr O -qua .-� F — SE 320TH ST W_ , m BTH ST NF I IV VI 1^ - -Iv1ti' LSLSF it i f- - 4 094 Wri 1N E MAIN]T_ 0 MT HT i �-{ If CI 1 _ �S LJL --. �'n I c 1_.%/ {DTH 97 SW-1 I a - T st A SE AUBURN WAY S - V oa Q v It _ 29TH ST SE 7, Rey' - - - _ _ I Proposed I— New Sidewalk :,• J I � N , -,-,, igplawliNT— r z 1 rl.5 t_& w Proposed 1 _IdNew RRFB N 51.:E I -_ H - L t _ _ I i- _ l G111 .J CJ :xi, 3Z.f.S 144_ S _ IL ' _ 4 �¢' i 'N LL, M TF l I� ly , }?f Lt �GS.I•t y I S 1,009.4 0 504.7 1,009.4 Feet Information shown is for general reference purposes only and does not necessarily 1 in = 505 ft1:6,05603. represent exact geographic or cartographic NAD-1983_StatePlane—Washington_North_FIPS_4601—Feet data as mapped.The City of Auburn makes no Page 5S Lir 268 warranty as to its accuracy. CITY OF -* * II;K ° AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5602 (Gaub) July 27, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5602 Current Budget: $0 Resolution No.5602 Exhibit A Proposed Revision: $0 VieinitvMan Revised Budget: $0 Administrative Recommendation: City Council adopt Resolution No. 5602 Background for Motion: Accepting these grant funds will allow the City to design and construct an enhanced pedestrian crossing with a Rectangular Rapid Flashing Beacon (RRFB) on 37th Street SE at Gildo Rey Elementary. Background Summary: The pedestrian crossing improvements on 37th Street SE, south of Gildo Rey Elementary School, are included in the 2021 Arterial Pedestrian and Bike Safety Project. The work will include replacement of the existing pedestrian ramps with ADA compliant ramps, installation of a new street light, installation of a Rectangular Rapid Flashing Beacon (RRFB), and updated signage and pavement markings. The grant awarded $75,000 for this project. The local match for this project is estimated to be approximately$67,000 and is available from the $230,000 budgeted for the project in the 102 Arterial Street Fund. The project is scheduled to start design this year and be constructed in 2022. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: RES.B Page 60 of 268 RESOLUTION NO. 5602 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AND ADMINISTER AN INTERAGENCY AGREEMENT BETWEEN THE CITY OF AUBURN (THE CITY) AND THE WASHINGTON TRAFFIC SAFETY COMMISSION ACCEPTING A GRANT TO ENHANCE THE 37TH STREET SE CROSSWALK SERVING GILDO REY ELEMENTARY SCHOOL WHEREAS, the City of Auburn's adopted Comprehensive Transportation Plan establishes policies to build the City's non-motorized transportation system to enhance and encourage pedestrian travel in Auburn; and WHEREAS the 2021 Arterial Pedestrian and Bike Safety Project ("Project") includes pedestrian crossing improvements on 37th Street SE at Gildo Rey Elementary School; and WHEREAS, the City applied for, and has been awarded, a competitive grant in the amount of $75,000 from the Washington Traffic Safety Commission (WTSC) to help fund school pedestrian crossing improvements on 37th Street SE, which are included in the Project; and WHEREAS, the WTSC grant requires the City to provide matching funds in the estimated amount of $67,092.00; and WHEREAS, the required matching funds have been made available in the approved City budget; and WHEREAS, the use of grant monies is in the best interest to the City. Resolution No. 5602 July 21, 2021 Page 1 Page 61 of 268 NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RESOLVES as follows: Section 1. The Mayor and City Clerk are hereby authorized to execute an interagency agreement between the City and the Washington Traffic Safety Commission, 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 negotiate, enter, and administer agreements to spend the grant funds for the Project, and to implement other administrative procedures necessary to carry out the directives of this legislation. Section 3. That this Resolution shall take effect and be in full force on passage and signatures. Dated and Signed this day of , 2021. CITY OF AUBURN NANCY BACKUS, MAYOR ATTEST: Shawn Campbell, City Clerk APPROVED AS TO FORM: Kendra R. Comeau, City Attorney Resolution No. 5602 July 21, 2021 Page 2 Page 62 of 268 wEmsResolution 5602 Exhibit A INTERAGENCY AGREEMENT BETWEEN THE Washington Traffic Safety Commission AND City of Auburn THIS AGREEMENT is made and entered into by and between the Washington Traffic Safety Commission, hereinafter referred to as "WTSC,"and City of Auburn, hereinafter referred to as"SUB-RECIPIENT." NOW THEREFORE, in consideration of the authority provided to WTSC in RCW 43.59 and RCW 39.34, terms, conditions, covenants, and performance contained herein, or attached and incorporated and made a part hereof, the parties mutually agree as follows: 1. PURPOSE OF THE AGREEMENT: The purpose of this Agreement is to provide funding for traffic safety grant project 2022-Sub-grants-4371-Gildo Rey Elementary School Crossing Enhancement. 2. PERIOD OF PERFORMANCE The period of performance of this Contract shall commence upon the date of execution by both Parties or August 01, 2021, whichever is later, and remain in effect until June 30, 2023, unless terminated sooner, as provided herein. 3. STATEMENT OF WORK The SUB-RECIPIENT shall carry out the provisions of the traffic safety project described here as the Statement of Work(SOW). If the SUB-RECIPIENT is unable to fulfill the SOW in any manner on this project, the SUB-RECIPIENT must contact the WTSC Program Manager and discuss a potential amendment. All State regulations will apply. 3.1 SCOPE OF WORK 3.1.1 Problem ID and/or Opportunity The primary vehicle and non-motorized street access to Gildo Rey Elementary school is located on 37th Street SE. There is currently a marked pedestrian crosswalk at this location that provides for north-south crossing movements across 37th Street SE. This is a mid-block crossing, meaning that there is no intersecting public street at this location, and no stop signs for cross traffic. Page 6`'3 f12488° The crosswalk is located between two opposing horizontal curves of the roadway, limiting the distance from which the crosswalk is visible. 37th Street SE is a three-lane road (east and westbound lanes with a double left-turn lane in the middle)classified as a Residential Collector street. Residential collector streets connect neighborhoods and community centers to the higher volume arterial streets, as such they carry a significant volume of traffic. This location in particular sees higher volumes owing to it being the only vehicle access to Gildo Rey Elementary, as well its proximity to Mt. Baker Middle School a quarter mile to the west that is also accessed from 37th Street SE. School staff report that, under normal operations, this 37th Street access is utilized by over 90 percent of their walking and biking students. Modifications to their campus operations, necessitated by the COVID 19 Pandemic, have required the closing of the gate that usually provides pedestrian access from M Street SE at the northeast corner of campus. This has currently shifted 100 percent of their walking and biking students to access the campus from 37th Street SE, and is expected to continue in this fashion when students return in fall 2021. The vast majority of students attending Gildo Rey Elementary either walk or bike to school. The 37th Street crossing is staffed with a flagger for both start and release time windows. The school principal receives regular reports, at least once or twice a month, from the flaggers that vehicles are driving at excessive speeds and/or failing to yield at the school crossing. With all non-motorized students using 37th Street to access the school, and the resulting increased use of the crossing, this is expected to increase. So far they have had no reported injuries but the situation is troubling to parents, teachers, staff and school administration alike. 3.1.2 Project Goal Increase walker and roller safety at the street access to Gildo Rey Elementary School by reducing the percentage of vehicles that do not yield to pedestrians in the cross-walk. 3.1.3 Project Strategies, Objectives, and Measures Strategy 1 - Install Rectangular Rapid Reflecting Beacons, enhanced signage, and thermoplastic pavement markings at the 37th Street SE crossing. Objective 1.1 - Execute procurement process and select contractor. Objective 1.2 - Supervise installation of equipment and certify completion. Process Measure-Collect pre-and post-project survey of school staff for observations and perceptions of cross-walk safety. Final report will discuss and compare pre-and post-survey results to gauge impact of project. 3.2. MILESTONES, DELIVERABLES,AND PERFORMANCE MEASURES Description Completed Date Collect pre-project survey of school staff for observations and perceptions of cross-walk safety 12/31/2021 Engineering design of project improvements 04/30/2022 Bid solicitation and contractor selection 05/31/2022 Page 4 f2 ° Notice to contractor to begin construction 07/01/2022 Substantial completion 09/30/2022 Collect post-project survey of school staff for observations and perceptions of cross-walk safety 12/31/2022 and compare to pre-project data 3.3. COMPENSATION 3.3.1. The cost of accomplishing the work described in the SOW will not exceed $75,000.00. Payment for satisfactory performance of the work shall not exceed this amount unless the parties mutually agree to a higher amount in a written Amendment to this Agreement executed by both parties. 3.3.2. If the SUB-RECIPIENT intends to charge indirect costs, an Indirect Cost Rate must be established in accordance with WTSC policies, and a federally-approved cost allocation plan may be required to be submitted to the WTSC before any performance is conducted under this Agreement. 3.3.3 The SUB-RECIPIENT must submit a travel authorization form (A-40)to request approval for any travel not defined in the scope of work and for all travel outside of the continental United States. State travel policies (SAAM Chapter 10)would apply. 3.3.4. If WTSC makes travel arrangements on behalf of the SUB-RECIPIENT, state travel policies must be followed. See Washington State Administrative&Accounting Manual (SAAM)Chapter 10, which can be obtained at this website: https://www.ofm.wa.gov/sites/default/files/public/legacy/policy/10.htm. If for any reason, this information is not available at this website, contact the WTSC office at 360-725-9860. 3.3.5. WTSC will reimburse travel related expenses consistent with the written travel policies of the SUB-RECIPIENT. If no written policy exists, state travel policies (SAAM Chapter 10)apply. 3.3.6. WTSC will only reimburse the SUB-RECIPIENT for travel related expenses for travel defined in the scope of work and budget or for which approval was expressly granted. The SUB-RECIPIENT must provide appropriate documentation (receipts)to support reimbursement requests, including the A-40 Travel Authorization form if required. 3.4. SUMMARY OF PROJECT COSTS SUMMARY OF COSTS AMOUNT Employee salaries and benefits $0.00 Travel $0.00 Contract Services $75,000.00 Equipment (listed in the table below) $0.00 Goods or other expenses $0.00 Indirect Costs $0.00 TOTAL $75,000.00 Page 59R5138° A portion of the contracted construction costs for the project will be applied to labor and materials related to the installation of the enhanced signage, pavement markings, street light, RRFB, and necessary power infrastructure. There is no stand-alone equipment purchase associated with the proposed project. The cost of necessary equipment/materials to complete this project will be included in the contractor's bid price. 52.8 percent of estimated project cost will be paid by this grant. The City of Auburn's cash match will cover the remaining cost for labor and materials to install the signage, pavement markings, street light, RRFB, power service as well as additional surface improvements necessary to meet ADA and local standards for the installation of an RRFB assembly. APPLICABLE STATE TERMS AND CONDITIONS: 4.ACTIVITY REPORTS The SUB-RECIPIENT will submit a final report on the activity of this project in the form provided by the WTSC using the WTSC Enterprise Management System (WEMS) Progress Reporting process or other alternate means pre-approved by WTSC. The SUB- RECIPIENT will include copies of publications, training reports, and any statistical data generated in project execution in the reports. The final report will be submitted to WTSC within 30 days of termination of this Agreement. WTSC reserves the right to delay the processing of the final invoice until the progress report is received and approved. 5.ADVANCE PAYMENTS PROHIBITED No payments in advance of or in anticipation of goods or services to be provided under this Agreement shall be made by the WTSC. 6. AGREEMENT ALTERATIONS AND AMENDMENTS This Agreement may be amended by mutual agreement of the parties in the form of a written Amendment to this Agreement. Such amendments shall only be binding if they are in writing and signed by personnel authorized to bind each of the parties. 7. ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto. 8. ASSIGNMENT The SUB-RECIPIENT may not assign the work to be provided under this Agreement, in whole or in part, without the express prior written consent of the WTSC, which consent shall not be unreasonably withheld. The SUB-RECIPIENT shall provide the WTSC a copy of all third-party contracts and agreements entered into for purposes of fulfilling the SOW. Such third-party contracts and agreements must follow applicable federal, state, and local law, including but not limited to procurement law, rules, and procedures. 9. ATTORNEYS' FEES In the event of litigation or other action brought to enforce the Agreement terms, each party agrees to bear its own attorney fees and costs. 10. BILLING PROCEDURE The SUB-RECIPIENT shall submit monthly invoices for reimbursement to WTSC with supporting documentation as WTSC shall require. All invoices for reimbursement shall be submitted through the WEMS invoicing process, or via alternate method if approved by WTSC. Payment to the SUB-RECIPIENT for approved and completed work will be made by warrant or account transfer by Page 66Wf8° WTSC within 30 days of receipt of such properly documented invoices acceptable to WTSC. Upon expiration of the Agreement, any claim for payment not already made shall be submitted within 45 days after the expiration date of this Agreement. All invoices for goods received or services performed on or prior to June 30, must be received by WTSC no later than August 10 of the same calendar year.All invoices for goods received or services performed between July 1 and September 30, must be received by WTSC no later than November 15 of the same calendar year. WTSC reserves the right to delay the processing of invoices until activity reports required by Section 4 of this agreement, are received and approved. 11. CONFIDENTIALITY/SAFEGUARDING OF INFORMATION The SUB-RECIPIENT shall not use or disclose any information concerning the WTSC, or information which may be classified as confidential, for any purpose not directly connected with the administration of this Agreement, except with prior written consent of the WTSC, or as may be required by law. 12. COST PRINCIPLES Reserved. This space left intentionally blank. 13. COVENANT AGAINST CONTINGENT FEES The SUB-RECIPIENT warrants that it has not paid, and agrees not to pay, any bonus, commission, brokerage, or contingent fee to solicit or secure this Agreement or to obtain approval of any application for federal financial assistance for this Agreement. The WTSC shall have the right, in the event of breach of this section by the SUB-RECIPIENT, to annul this Agreement without liability. 14. DISPUTES 14.1. Disputes arising in the performance of this Agreement, which are not resolved by agreement of the parties, shall be decided in writing by the WTSC Deputy Director or designee. This decision shall be final and conclusive, unless within 10 days from the date of the SUB-RECIPIENT's receipt of WTSC's written decision, the SUB-RECIPIENT furnishes a written appeal to the WTSC Director. The SUB-RECIPIENT's appeal shall be decided in writing by the Director or designee within 30 days of receipt of the appeal by the Director. The decision shall be binding upon the SUB-RECIPIENT and the SUB-RECIPIENT shall abide by the decision. 14.2. Performance During Dispute. Unless otherwise directed by WTSC, the SUB-RECIPIENT shall continue performance under this Agreement while matters in dispute are being resolved. 14.3. 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 hereto agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. 15. GOVERNANCE 15.1. This Agreement is entered into pursuant to and under the authority granted by the laws of the state of Washington and any applicable federal laws. The provisions of this Agreement shall be construed to conform to those laws. 15.2. In the event of an inconsistency in the terms of this Agreement, or between its terms and any applicable statute or rule, the inconsistency shall be resolved by giving precedence in the following order: 15.2.1. Applicable federal and state statutes and rules 15.2.2. Terms and Conditions of this Agreement 15.2.3.Any Amendment executed under this Agreement 15.2.4. Any SOW executed under this Agreement 15.2.5.Any other provisions of the Agreement, including materials incorporated by reference Page (57q5f52 ° 16. INCOME Any income earned by the SUB-RECIPIENT from the conduct of the SOW(e.g., sale of publications, registration fees, or service charges) must be accounted for, reported to WTSC, and that income must be applied to project purposes or used to reduce project costs. 17. INDEMNIFICATION 17.1. To the fullest extent permitted by law, the SUB-RECIPIENT shall indemnify and hold harmless the WTSC, its officers, employees, and agents, and 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 ("claims") brought against WTSC arising out of or in connection with this Agreement and/or the SUB-RECIPIENT's performance or failure to perform any aspect of the Agreement. This indemnity provision applies to all claims against WTSC, its officers, employees, and agents arising out of, in connection with, or incident to the acts or omissions of the SUB-RECIPIENT, its officers, employees, agents, contractors, and subcontractors. Provided, however, that nothing herein shall require the SUB-RECIPIENT to indemnify and hold harmless or defend the WTSC, its agents, employees, or officers to the extent that claims are caused by the negligent acts or omissions of the WTSC, its officers, employees or agents; and provided further that if such claims result from the concurrent negligence of(a)the SUB-RECIPIENT, its officers, employees, agents, contractors, or subcontractors, and (b)the WTSC, its officers, employees, or agents, or involves those actions covered by RCW 4.24.115, the indemnity provisions provided herein shall be valid and enforceable only to the extent of the negligence of the SUB- RECIPIENT, its officers, employees, agents, contractors, or subcontractors. 17.2. The SUB-RECIPIENT agrees that its obligations under this Section extend to any claim, demand and/or cause of action brought by, or on behalf of, any of its employees or agents in the performance of this agreement. For this purpose, the SUB- RECIPIENT, by mutual negotiation, hereby waives with respect to WTSC only, any immunity that would otherwise be available to it against such claims under the Industrial Insurance provisions chapter 51.12 RCW. 17.3. The indemnification and hold harmless provision shall survive termination of this Agreement. 18. INDEPENDENT CAPACITY The employees or agents of each party who are engaged in the performance of this Agreement shall continue to be employees or agents of that party and shall not be considered for any purpose to be employees or agents of the other party. 19. INSURANCE COVERAGE 19.1. The SUB-RECIPIENT shall comply with the provisions of Title 51 RCW, Industrial Insurance, if required by law. 19.2. If the SUB-RECIPIENT is not required to maintain insurance in accordance with Title 51 RCW, prior to the start of any performance of work under this Agreement, the SUB-RECIPIENT shall provide WTSC with proof of insurance coverage (e.g., vehicle liability insurance, private property liability insurance, or commercial property liability insurance), as determined appropriate by WTSC, which protects the SUB-RECIPIENT and WTSC from risks associated with executing the SOW associated with this Agreement. 20. LICENSING, ACCREDITATION, AND REGISTRATION The SUB-RECIPIENT shall comply with all applicable local, state, and federal licensing, accreditation, and registration requirements and standards necessary for the performance of this Agreement. The SUB-RECIPIENT shall complete registration with the Washington State Department of Revenue, if required, and be responsible for payment of all taxes due on payments made under this Agreement. 21. RECORDS MAINTENANCE Page 6`'8R9f8° 21.1. During the term of this Agreement and for six years thereafter, the SUB-RECIPIENT shall maintain books, records, documents, and other evidence that sufficiently and properly reflect all direct and indirect costs expended in the performance of the services described herein. These records shall be subject to inspection, review, or audit by authorized personnel of the WTSC, the Office of the State Auditor, and federal officials so authorized by law. All books, records, documents, and other material relevant to this Agreement will be retained for six years after expiration. The Office of the State Auditor, federal auditors, the WTSC, and any duly authorized representatives shall have full access and the right to examine any of these materials during this period. 21.2. Records and other documents, in any medium, furnished by one party to this Agreement to the other party, will remain the property of the furnishing party, unless otherwise agreed. The receiving party will not disclose or make available this material to any third parties without first giving notice to the furnishing party and giving them a reasonable opportunity to respond. Each party will utilize reasonable security procedures and protections to assure that records and documents provided by the other party are not erroneously disclosed to third parties. 22. RIGHT OF INSPECTION The SUB-RECIPIENT shall provide right of access to its facilities to the WTSC or any of its officers, or to any other authorized agent or official of the state of Washington or the federal government, at all reasonable times, in order to monitor and evaluate performance, compliance, and/or quality assurance under this Agreement. The SUB-RECIPIENT shall make available information necessary for WTSC to comply with the right to access, amend, and receive an accounting of disclosures of their Personal Information according to the Health Insurance Portability and Accountability Act of 1996 (HIPAA)or any regulations enacted or revised pursuant to the HIPAA provisions and applicable provisions of Washington State law. The SUB-RECIPIENT shall upon request make available to the WTSC and the United States Secretary of the Department of Health and Human Services all internal policies and procedures, books, and records relating to the safeguarding, use, and disclosure of Personal Information obtained or used as a result of this Agreement. 23. RIGHTS IN DATA 23.1. WTSC and SUB-RECIPIENT agree that all data and work products (collectively called "Work Product") pursuant to this Agreement shall be considered works made for hire under the U.S. Copyright Act, 17 USC §101 et seq., and shall be owned by the state of Washington. Work Product includes, but is not limited to, reports, documents, pamphlets, advertisement, books, magazines, surveys, studies, computer programs, films, tapes, sound reproductions, designs, plans, diagrams, drawings, software, and/or databases to the extent provided by law. Ownership includes the right to copyright, register the copyright, distribute, prepare derivative works, publicly perform, publicly display, and the ability to otherwise use and transfer these rights. 23.2. If for any reason the Work Product would not be considered a work made for hire under applicable law, the SUB-RECIPIENT assigns and transfers to WTSC the entire right, title, and interest in and to all rights in the Work Product and any registrations and copyright applications relating thereto and any renewals and extensions thereof. 23.3. The SUB-RECIPIENT may publish, at its own expense, the results of project activities without prior review by the WTSC, provided that any publications (written, visual, or sound)contain acknowledgment of the support provided by WTSC. Any discovery or invention derived from work performed under this project shall be referred to the WTSC, who will determine whether patent protections will be sought, how any rights will be administered, and other actions required to protect the public interest. 24. SAVINGS In the event funding from state, federal, or other sources is withdrawn, reduced, or limited in any way after the effective date of this Agreement and prior to completion of the SOW under this Agreement, the WTSC may terminate the Agreement under the "TERMINATION FOR CONVENIENCE" clause, without the 30 day notice requirement. The Agreement is subject to renegotiation at Page (59R5f72 8° the WTSC's discretion under any new funding limitations or conditions. 25. SEVERABILITY If any provision of this Agreement or any provision of any document incorporated by reference shall be held invalid, such invalidity shall not affect the other provisions of this Agreement which can be given effect without the invalid provision, if such remainder conforms to the requirements of applicable law and the fundamental purpose of this Agreement, and to this end the provisions of this Agreement are declared to be severable. 26. SITE SECURITY While on WTSC premises, the SUB-RECIPIENT, its agents, employees, or sub-contractors shall conform in all respects with all WTSC physical, fire, or other security policies and applicable regulations. 27.TAXES All payments of payroll taxes, unemployment contributions, any other taxes, insurance, or other such expenses for the SUB- RECIPIENT or its staff shall be the sole responsibility of the SUB-RECIPIENT. 28.TERMINATION FOR CAUSE If the SUB-RECIPIENT does not fulfill in a timely and proper manner its obligations under this Agreement or violates any of these terms and conditions, the WTSC will give the SUB-RECIPIENT written notice of such failure or violation, and may terminate this Agreement immediately. At the WTSC's discretion, the SUB-RECIPIENT may be given 15 days to correct the violation or failure. In the event that the SUB-RECIPIENT is given the opportunity to correct the violation and the violation is not corrected within the 15- day period, this Agreement may be terminated at the end of that period by written notice of the WTSC. 29.TERMINATION FOR CONVENIENCE Except as otherwise provided in this Agreement, either party may terminate this Agreement, without cause or reason, with 30 days written notice to the other party. If this Agreement is so terminated, the WTSC shall be liable only for payment required under the terms of this Agreement for services rendered or goods delivered prior to the effective date of termination. 30.TREATMENT OF ASSETS 30.1. Title to all property furnished by the WTSC shall remain property of the WTSC. Title to all property furnished by the SUB- RECIPIENT for the cost of which the SUB-RECIPIENT is entitled to be reimbursed as a direct item of cost under this Agreement shall pass to and vest in the WTSC upon delivery of such property by the SUB-RECIPIENT. Title to other property, the cost of which is reimbursable to the SUB-RECIPIENT under this Agreement, shall pass to and vest in the WTSC upon (i) issuance for use of such property in the performance of this Agreement, or(ii)commencement of use of such property in the performance of this Agreement, or(iii) reimbursement of the cost thereof by the WTSC in whole or in part, whichever first occurs. 30.2. Any property of the WTSC furnished to the SUB-RECIPIENT shall, unless otherwise provided herein or approved by the WTSC, be used only for the performance of this Agreement. 30.3. The SUB-RECIPIENT shall be responsible for any loss or damage to property of the WTSC which results from the negligence of the SUB-RECIPIENT or which results from the failure on the part of the SUB-RECIPIENT to maintain and administer that property in accordance with sound management practices. 30.4. If any WTSC property is lost, destroyed, or damaged, the SUB-RECIPIENT shall immediately notify the WTSC and shall take all reasonable steps to protect the property from further damage. 30.5. The SUB-RECIPIENT shall surrender to the WTSC all property of the WTSC upon completion, termination, or cancellation of Page T0R9f8 0 this Agreement. 30.6. All reference to the SUB-RECIPIENT under this clause shall also include SUB-RECIPIENT's employees, agents, or sub- contractors. 31.WAIVER A failure by either party to exercise its rights under this Agreement shall not preclude that party from subsequent exercise of such rights and shall not constitute a waiver of any other rights under this Agreement. 32. DESIGNATED CONTACTS The following named individuals will serve as designated contacts for each of the parties for all communications, notices, and reimbursements regarding this Agreement: The Contact for the SUB-RECIPIENT is: The Contact for WTSC is: Aleksey Koshman Debi Besser akoshman@auburnwa.gov dbesser@wtsc.wa.gov 253-804-5071 360-725-9890 ext. 33.AUTHORITY TO SIGN The undersigned acknowledge that they are authorized to execute this Agreement and bind their respective agencies or entities to the obligations set forth herein. IN WITNESS WHEREOF, the parties have executed this Agreement. City of Auburn Signature Printed Name Title Date Page Ft f921g8° WASHINGTON TRAFFIC SAFETY COMMISSION Signature Printed Name Title Date Page PPof 8° Gildo Rey School Crossing Enhancement Project Printed Date:Map Created by City City of of Auburn eGIS Imagery Date:May 2015 I ' - 1- + laf�LJ u w s w.! !� ,rN�, -,-.z I I 1 .:_1-- i yy# �i J �r II R ne.400.41 1. ,'1 fir ■ 18T t S T '' " � M199 .----i r----1 1 i.,9__T, r_U41 _, .__. .., ,,,,,,,, , '""''; ‘1\': " Ili 1:1 I A Iq 3Q{R Sr4.E0 —g— '' �; 4 _4 31 ., , cA Q ~ C —_ ELM LAISF „"„se ;tp i'ST ST V p (3"'1 14 SKYLARK VILLAGE RD SE -- ti. %i 33RD ST SF GILDO REV ELEMENTARY SCHOOL MIL r r rq w Uq I Proposed New RRFB Location u • 371N PL$c o: 35tlt ST SE 0-.. 36 I K S { St• 37Ili ST SI". in ISM MOUNT BAKER MIDD 1EOCHOOL ,,.a 1 AD PL Sf ,' • }„ 1,333.3 0 666.7 1,333.3 Feet Information shown is for general reference purposes only and does not necessarily 1 in = 667 ft 1:$,000 represent exact geographic or cartographic NAD_1983_StatePlane_Washington_North_FIPS_4601_Feet data as mapped.The City of Auburn makes no Page 73 UI 268 warranty as to its accuracy. *"--."Illi*ITY F -* * AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5603 (Gaub) July 22, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5603 Current Budget: $0 ExhibitA Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council adopt Resolution No. 5603. Background for Motion: The 2021-2026 Water Use Efficiency Program sets the goals that would be in effect during this period of time for the efficient use of the City's water resources. Background Summary: The 2015-2020 Water Use Efficiency(WUE) Program stated program goals would be reviewed and evaluated at the end of the program period. New goals are proposed for the 2021-2026 WUE Program which were reviewed by Council at the Study Session on July 26, 2021. Resolution No. 5603 authorizes the Mayor to submit the Water Use Efficiency Program to Washington State Department of Health for review. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: RES.0 Page 74 of 268 RESOLUTION NO. 5603 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, APPROVING THE CITY'S 2021- 2026 WATER USE EFFICIENCY PROGRAM WHEREAS, the City of Auburn operates a municipal water utility and provides drinking water to its utility customers; and WHEREAS, the City of Auburn is required to establish water use efficiency goals in accordance with WAC 246-290-830; and WHEREAS, the City has developed a Water Use Efficiency Program for the period 2021-2026; NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The City of Auburn Water Use Efficiency Program is adopted and approved as set forth in Exhibit "A" attached and incorporated by reference. Section 2. The Mayor is authorized to submit to the Washington State Department of Health the Auburn 2021-2026 Water Use Efficiency Program for the agency's review and approval. Section 3. The Mayor is 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 effect upon passage and signatures hereon. DATED and SIGNED this day of 2021 . Resolution No. 5603 July 13, 2021 Page 1 Page 75 of 268 CITY OF AUBURN NANCY BACKUS MAYOR ATTEST: Shawn Campbell, City Clerk APPROVED AS TO FORM: Kendra Comeau, City Attorney Resolution No. 5603 July 13, 2021 Page 2 Page 76 of 268 Exhibit A CITY OF * * 11 1•11 111 114 L � 6110ell Nov MP 7gir- WASHINGTON CITY OF AUBURN 2021 - 2026 WATER USE EFFICIENCY PROGRAM r ltlillIllbll.' . i Y. d-1 Iv jig 7�, ti 91.\ ,. .. i v 0I �@s . , .,,,,,,.: iv ,1 Ii 1 1 -. 1 . . ..__ ., . _ _. , / _. _ , Page 77 of 268 WATER USE EFFICIENCY As populations continue to climb, demand for limited water supplies is steadily increasing in the Pacific Northwest. Efficient water use is critical for water systems to support growth in their communities and support the environment and recreation. The efficient use of water helps ensure reliable water supplies are available for the City of Auburn (City) well into the future. It is important to the City to not only conserve water, which reduces use, but also promote efficient use, which both conserves water and reduces wasteful uses. The purpose of this document is to provide an analysis of the City's historic water conservation program and to evaluate the existing and proposed conservation and water use efficiency measures. This document is formatted into two sections. The first section analyzes the previous conservation programs by examining how it was formed, it's program and goals, and analyzes the savings. The second section presents the City's new 2021 Water Use Efficiency (WUE) Program, and includes the new requirements, measures, and demand savings anticipated from the program. 1 PRIOR CONSERVATION PROGRAMS 1.1 History The first formal water conservation program was developed by the City in 1995, one year after the Washington Department of Health (DOH)jointly published conservation guidelines, as described below. The City's program included several conservation activities such as school outreach, program promotion, leak detection, meter repair/replacement, and conservation pricing. The City enhanced the program in 2001, 2009, and in 2015. The 2015 program will provide the basis of the historical review in this chapter. The City's 2021 WUE Program follows DOH's 2017 Water Use Efficiency Guidebook, while building off previous plans. Therefore, it is worth noting that in preparing previous plans the City reviewed the 1990 South King County Coordinated Water System Plan (CWSP), and Washington Department of Ecology's 1994 Conservation Planning Requirements (CPR) - Guidelines and Requirements for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology, and Conservation Programs, and the Water Conservation Bibliography for Public Water Systems by the US Army Corps of Engineers. 1.2 Regulatory Requirements The Washington Water Utilities Council, DOH, and Department of Ecology jointly developed the CPR. Interim guidelines were first established in 1990, and subsequently finalized and approved in 1994. The DOH published the CPR in 1994, which was the basis of the City's 1995 and 2001 conservation programs. July 2021 — DRAFT 1 Page 78 of 268 WATER USE EFFICIENCY As populations continue to climb, demand for limited water supplies is steadily increasing in the Pacific Northwest. Efficient water use is critical for water systems to support growth in their communities and support the environment and recreation. The efficient use of water helps ensure reliable water supplies are available for the City of Auburn (City) well into the future. It is important to the City to not only conserve water, which reduces use, but also promote efficient use, which both conserves water and reduces wasteful uses. The purpose of this document is to provide an analysis of the City's historic water conservation program and to evaluate the existing and proposed conservation and water use efficiency measures. This document is formatted into two sections. The first section analyzes the previous conservation programs by examining how it was formed, it's program and goals, and analyzes the savings. The second section presents the City's new 2021 Water Use Efficiency (WUE) Program, and includes the new requirements, measures, and demand savings anticipated from the program. 1 PRIOR CONSERVATION PROGRAMS 1.1 History The first formal water conservation program was developed by the City in 1995, one year after the Washington Department of Health (DOH)jointly published conservation guidelines, as described below. The City's program included several conservation activities such as school outreach, program promotion, leak detection, meter repair/replacement, and conservation pricing. The City enhanced the program in 2001, 2009, and in 2015. The 2015 program will provide the basis of the historical review in this chapter. The City's 2021 WUE Program follows DOH's 2017 Water Use Efficiency Guidebook, while building off previous plans. Therefore, it is worth noting that in preparing previous plans the City reviewed the 1990 South King County Coordinated Water System Plan (CWSP), and Washington Department of Ecology's 1994 Conservation Planning Requirements (CPR) - Guidelines and Requirements for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology, and Conservation Programs, and the Water Conservation Bibliography for Public Water Systems by the US Army Corps of Engineers. 1.2 Regulatory Requirements The Washington Water Utilities Council, DOH, and Department of Ecology jointly developed the CPR. Interim guidelines were first established in 1990, and subsequently finalized and approved in 1994. The DOH published the CPR in 1994, which was the basis of the City's 1995 and 2001 conservation programs. July 2021 — DRAFT 1 Page 79 of 268 In 2003, the Washington State Legislature passed Engrossed Second Substitute House Bill 1338, better known as the Municipal Water Law, to address the increasing demand on our state's water resources. The law established that all municipal water suppliers must use water more efficiently in exchange for water rights certainty and flexibility to help water municipal suppliers meet future demand. The Legislature directed the DOH to adopt an enforceable WUE Program, which became effective on January 22, 2007. The WUE Program replaced the CPR, and emphasizes the importance of measuring water usage and evaluating the effectiveness of the water supplier's WUE Program. 1.3 Previous Program Goals and Historical Water Usage The City's 2015-2020 WUE Program was a continuation of the 2009-2014 Program, with specific enhancements to the program to comply with WUE regulations and create an emphasis on efficient water usage rather than only conservation. The program goals were set per the WAC 246-290-830(4)(a)through a public process and posted to the City's website in October 2014. The goals for the 2015-2020 Program targeted a 1 percent reduction per year in Equivalent Residential Unit (ERU) values. The City also wanted to raise the visibility and performance of the Conservation Program by becoming a community leader in water conservation through example and public education. As part of that leadership, the City supported and participated in applicable regional plans in order to maintain a reliable and adequate supply of water for the region. In 2013, the planning ERU value was 195 gpd per ERU, based on the 75th percentile of the previous six years of data. The 2020 (current) planning ERU value is 179 gpd per ERU, which was also based on the 75th percentile of the previous seven years of data. This equates to a 1.1 percent annual decrease in the planning ERU value. The annual water use per Single Family account from 2014 through 2020 used to calculate the planning ERU value is shown in Table 1. Table 1 Historical Annual Water Use Per Account (gpd/account) Year Single Family/Duplex 2014 174 2015 179 2016 170 2017 176 2018 193 2019 169 2020 179 Average 177 75th percentile 179 ERUs per Account 1.0 July 2021 — DRAFT 2 Page 80 of 268 Seasonal water use can have a huge impact on the system's ability to deliver water during peak demands. The winter months generally show a steady monthly usage, while summer months typically show an increase, peak, and decrease in water usage. Historically, single- family residential customer class has produced a large peak in the summer months. This peaking is quantified in the MDD to ADD peaking factor presented in Table 2. The 75th percentile of the MDD to ADD peaking factor for the period between 2012 and 2020 is 1.85, which is slightly above the previous plan of 1.82. The City would like to decrease peak use and has included it as a new goal in the 2021-2025 WUE Program. Table 2 Historical Annual ADD, MDD, Peak Day and Peaking Factor Average Maximum Date of Max Day/ Annual Day Day Maximum Avg Day Production Demand Demand Day Peaking Year (MG/year) (mgd) (mgd) Demand Factor 2012 2,728 7.64 12.08 8/16/2012 1.58 2013 2,710 7.43 12.07 8/21/2013 1.62 2014 2,764 7.30 12.97 8/6/2014 1.78 2015 2,763 7.58 13.16 6/16/2015 1.74 2016 2,871 7.85 14.53 8/16/2016 1.85 2017 2,484 6.80 12.54 7/26/2017 1.84 2018 2,458 6.73 13.61 7/11/2018 2.02 2019 2,392 6.55 11.29 8/1/2019 1.72 2020 2,291 6.26 13.62 8/27/2020 2.18 Average 2,607 7.13 12.87 1.82 75th Percentile 2,763 7.58 13.61 1.85 1.4 Historical Distribution System Leakage Distribution system leakage (DSL) is a significant element of the WUE requirements. It is calculated as the difference between the total amount of water produced and the sum of water sold and authorized unmetered water usage. It may include inaccurate master and service connection meters, unaccounted-for non-revenue water use, pipeline leakage, and unauthorized use. DSL does not include authorized water usage such as water used for fire protection, flushing, construction, and other maintenance and operations practices. However, to be credited, this must be accounted for by metering or by estimating water use with credible means. All water that is not authorized is considered distribution system leakage. The DOH requires the 3-year average DSL to be under 10 percent to minimize water waste. The historical 3-year rolling average DSL ranged between 3.4 percent and 9.7 percent for the period from 2013 to 2020. July 2021 - DRAFT 3 Page 81 of 268 2 2021-2025 WATER USE EFFICIENCY PROGRAM The 2021-2025 WUE Program will be a continuation of the City's current WUE Program. Program measures have been expanded, reflecting the City's increased service population of over 50,000 people. The program has also been updated to leverage the City's investments in improved SCADA, leak detection, and Advanced Metering Infrastructure (AMI). The 2021 Plan complies with regulations as set forth in WAC 246-290-830 and DOH's 2017 Water Use Efficiency Guidebook. This section summarizes the program's goals, demand and supply side measures, reclaimed water, and DSL. The projected demand with the conservation goals, program budget, and cost savings are also presented. 2.1 Program Goals Per the WAC 246-290-830(4)(a), all water purveyors with 1,000 or more connections were required to set efficiency goals through a public process. The City has chosen to focus on implementing voluntary measures to decrease both the average and peak water usage. The 2021 program has established the following goals: • Water Use per ERU: 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 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. • MDD/ADD Peaking Factor: Decrease the planning peaking factor from the current 1.85, which is equal to the 75th percentile of 7 years of historical data (2014-2020), to a planning peaking factor of less than 1.72. • Distribution System Leakage: Maintain 3-year average DSL under 10 percent to minimize water waste. • Customer Support: To provide the service and support necessary to those water customers expressing a desire to conserve water as a part of their environmental ethic and as a means of minimizing water bills. • Regional Support: To support and participate in the South King County CWSP and other applicable regional plans in order to maintain a reliable and adequate supply of water for the region. The WUE Program measures, as summarized below, are designed to help meet these established goals. 2.2 Program Requirements The WUE requirements emphasize the importance of measuring water usage and evaluating the effectiveness of the City's program. There are three fundamental requirements of a WUE Program that the City follows: July 2021 — DRAFT 4 Page 82 of 268 • Planning Requirements — Municipal water suppliers are required to: — Collect data. — Forecast demand. — Evaluate WUE measures. — Calculate DSL. — Implement a WUE Program to meet their goals. • Distribution Leakage Standard — Municipal water suppliers are required to meet a distribution system leakage standard to minimize water loss from their distribution system. • Goal setting and performance reporting — Municipal water suppliers are required to set WUE goals through a public process and report annually to their customers and DOH. 2.3 Mandatory Measures The WUE Program includes supply side measures that the City implements to understand and control leakage including new meters, leak detection surveys, and water audits. Per the WUE requirements, the following measures shall be continued for the 2021-2025 WUE program: • Install production (source) meters. • Install consumption (service) meters. • Perform meter calibration. • Implement a water loss control action plan to control leakage if the 3 year rolling average exceeds 10 percent. • Educate customers about water use efficiency practices. • Establish rates that encourage water demand efficiency. See Chapter 11 of 2015 Comprehensive Water Plan for discussion on water rates. • Evaluate reclamation opportunities. 2.4 Distribution System Leakage DSL is a significant element in the City's WUE Program. In the past, distribution leakage was referred to as "unaccounted-for-water". To limit DSL, the City has ongoing leak detection, meter calibration, and an active repair and replacement program for water system infrastructure. Additionally, the City has recently increased its efforts to reduce non- payment of bills and water theft. Further, the City has updated its SCADA and implemented AMI during the 2015-2020 period. These investments significantly increase the City's ability to measure DSL both July 2021 — DRAFT 5 Page 83 of 268 temporally and geographically. The resulting information allows the City to better target its WUE activities to reduce DSL. 2.4.1 Increasing Effectiveness of the WUE Program with AMI The City implemented AMI throughout the system during the 2015-2020 program period. AMI provides a new tool to improve the effectiveness of the WUE Program measures. AMI provides detailed water use data for each customer that allows the City to better understand water use patterns and target WUE Program measures to specific customers. Data is sent 6 times each day and is stored in 15-minute intervals indefinitely. Below is a summary of how the City uses AMI. • Run continuous consumption reports daily to identify customer leaks. • Detect service leaks sooner resulting in reduced costs for Service Replacement program and Leak Detection program. • Use meter tamper and other daily alarms to reduce water theft. • Compare production and customer water use to calculate DSL on a monthly basis. • Implement a customer portal to provide additional reporting options to educate customers, such as their peak water use. 2.5 2015-2020 Demand-Side Program Measures The City has incorporated program measures that target reductions in customer usage, saving the customers money without reducing the quality of service. Under the WUE requirements, a program measure may include water efficient devices, actions, business practices, or policies that promote efficient water use. With 15 measures as part of the 2021 Program, the City exceeds the minimum DOH requirement of 12 measures. WUE measures can target specific customer classes or a combination of customer classes. The City's demand-side program measures are summarized below. 1. School Outreach: School programs will continue to be arranged to educate students on efficient water usage. The City has partnered with Nature Vision to provide classroom education for grades K through 12. This program provides hands-on activities to teach water conservation, water supply, groundwater and surface water protection, and the water cycle. The City will conduct alternative or additional outreach if requested by schools. 2. Speakers' Bureau: The City will seek speaking opportunities to discuss water use efficiency with a wide-audience spectrum. Topics could include water efficient fixtures and appliances, curbing seasonal peak demands, lawn watering practices, etc. 3. Program Promotion: The City will seek opportunities for public service announcements for water use efficiency, and submit news articles to local papers July 2021 — DRAFT 6 Page 84 of 268 and Auburn City Magazine on efficient water usage especially during the spring and summer months. Additional information is published on the City's website 4. Theme Shows/Fairs: The City hosts an annual Kids Day fair. The fair includes a wide range of activities for all ages of kids. As part of the fair, the City has fun water related activities and provides water efficiency brochures and other materials. The City will conduct outreach at other Theme Shows/Fairs if requested. 5. Water Audits: The City will conduct a water audit upon the request of a customer, including industrial, commercial, and institutional customers. The audits will review items such as: recirculation of cooling water, reuse of cooling and process water, reuse of treated wastewater, efficient landscape irrigation, low water using fixtures, fixing leaks, and process modifications. 6. Customer Leak Detection: The City identifies potential leaks through investigation of the water meter upon request of customers. The City's AMI system identifies smaller leaks and allows the City to notify customers of a potential leak within a couple days of the leak starting. 7. Bills Showing Consumption History: The City will continue to provide customer bills showing the previous year's water usage. The City is evaluating AMI customer portal options that will educate customers on their water use, alert them to leaks in real time, and identify opportunities to reduce their peak water use to help the City meet its goal of reducing the MDD:ADD ratio. 8. Water Saving Device Kits: The City will participate in distribution of water use efficiency kits through education events such as speakers' bureaus, theme shows, fairs, and through bill insert request forms. 9. WUE Pricing: The City has an inverted block rate structure for single-family residential customers to encourage WUE. The City will consider WUE in future cost of service/rate studies. Studies will determine the most appropriate water structures and rate levels to achieve the City's WUE goals, while generating sufficient revenues for utility operations. The studies consider uniform rates by class, inverted block rates, seasonal rates, and excess use rates. 10. Water Efficient Toilet Rebate Program: The City will continue to provide rebates to customers that replace old toilets with new high-efficiency toilets through their EPA WaterSense Toilet Rebate program. 11. Low-Flow Shower Heads Giveaways: The City gives away free low-flow shower heads at the Utility Billing Counter. 12. School Outdoor Water Use Reduction: The City will target schools in an effort to reduce their outdoor water consumption. Water audits and education on benefits of replacing inefficient irrigation systems or landscaping (including turf) will be conducted. 13. City Water Use Reduction: The City will audit the water use of City accounts in an effort to identify both indoor and outdoor water saving opportunities. The Water Utility staff will help educate City account holders on WUE; however, no water budget has been allocated to implement water saving devices at City facilities. July 2021 — DRAFT 7 Page 85 of 268 14. Landscape Workshops: The City will seek opportunities to educate homeowners on water saving landscaping. 15. Rainwater Harvestina: The City will evaluate implementation of a rainwater harvesting (rainwater reclamation) promotion program as a means to reduce irrigation water usage by commercial, public and residential customers. The City Stormwater Utility's requirement to use Low Impact Development (LID) measures, where feasible, strives to keep rainwater on the property, further reducing irrigation demands. WUE measures can result in savings in energy and cost, both for the City and its customers, as described below: • Reduced water use can result in significant customer energy savings because water heaters are the second largest energy users in the home. Hot water use can be reduced almost one-third by cost-effective WUE measures, such as water efficient fixtures and appliances. Significant energy savings can also occur for industrial processes requiring water heating and other power uses. • Efficient landscaping and irrigation techniques save on maintenance costs. • Reductions in water production decrease the energy costs incurred to treat and distribute water and to collect and treat wastewater. Chemical costs are also reduced in water and wastewater operations. • Actions that result in water production cost savings include: — Identification of non-revenue water could result in recovery of unbilled revenue from inaccurate meters and reduced unauthorized water usage (theft). — Leak detection helps prevent major main breaks, which could result in significant repair costs as well as lost water for sale. — Leak detection reduces the City's liability by preventing potential property damage. — Repair and/or replacement of service and source meters allows the City to recover unbilled water revenues. 2.6 Reclaimed Water According to WAC 246-290-100 and the WUE requirements, water systems with over 1,000 connections must collect and evaluate information on reclaimed water opportunities. The City is committed to wastewater reuse and rainwater reclamation. The City monitors opportunities for use of King County's reclaimed water through the City's involvement in the Metropolitan Water Pollution Abatement and Advisory Committee (MWPAAC) and Regional Water Quality Committee. Additionally, the City has completed the King County Water Reclamation Evaluation Checklist (see Appendix J in the 2015 Comprehensive Water Plan). Currently, there are no reclaimed water users in the City. The City considers the most likely users of reclaimed water to be the irrigation customer class. Total irrigation use July 2021 — DRAFT 8 Page 86 of 268 just from dedicated irrigation meters for 2020 was 0.40 million gallons per day. Irrigation from residential customers was significantly more. The City has also identified that it may be possible for three large users to use reclaimed water (Boeing, Emerald Downs, and Supermall/Walmart); however, these users have not confirmed an interest in using reclaimed water and there is not currently a reclaimed water source in the area. The City will implement reclaimed water as a conservation measure and include this savings in the demand projections when specific opportunities arise. The City, in conjunction with King County, may develop projects or consider participation in water reuse projects and programs developed by adjacent jurisdictions and others as appropriate. The efforts may include demonstration or pilot projects developed in accordance with applicable federal, state, and local laws and regulations. 2.7 Budget The City has established a budget for outside expenditures for applicable program measures from 2021-2025, shown in Table 3. Program Measure budgets coincide with the biannual budget. Budgets increase by three to four percent on average over the period. Table 3 2021-2025 Budget for Each Program Measure Measure 2021 2022 2023 2024 2025 1.SchoolOutreach $20,000 $20,000 $22,000 $22,000 $24,000 2.Speakers' Bureau* $1,500 $1,500 $1,550 $1,550 $1,600 3.Program Promotion* $2,000 $2,000 $2,200 $2,200 $2,400 4.Theme Shows/Fairs, 14.Landscape $6,350 $6,350 $6,400 $6,400 $6,450 Workshops 5.Water Audits, 6.Customer Leak Detection, $15,000 $15,000 $16,000 $16,000 $17,000 12.School Outdoor Water Use Reduction, 13.City Water Use Reduction, and 15.Rainwater Harvesting* 7.Bills Showing Consumption History* $2,000 $2,000 $2,200 $2,200 $2,400 8.Water Saving Device Kits $6,000 $6,000 $6,500 $6,500 $7,000 9.Conservation Pricing* $9,000 $9,000 $9,200 $9,200 $9,400 10.Toilet Rebates and 11.Low-flow Shower $5,000 $5,000 $5,500 $5,500 $6,000 Heads Totals $66,850 $66,850 $71,550 $71,550 $78,250 *City labor costs only July 2021 - DRAFT 9 Page 87 of 268 Table 4 shows the City's budget for required WUE measures through the planning period. Table 4 2021-2025 Budget for System Required WUE Measures Measure 2021 2022 2023 2024 2025 Leak Detection & Repair $8,000 $8,000 $8,500 $8,500 $9,000 Large Meter $20,000 $20,000 $22,500 $22,500 $25,000 Test/Repair/Replace Service Line and Meter $150,000 $150,000 $175,000 $175,000 $200,000 Replacement* Totals $178,000 $178,000 $206,000 $206,000 $234,000 *primarily City labor costs 2.8 Public Participation The City publishes its Water Use Efficiency Annual Performance Report on the Water Utility webpage and summarizes it in the Annual Water Quality Report. The report, which is also submitted to DOH, provides the City's DSL, date of most recent public forum, WUE goals, description of progress in reaching goals, and additional information on WUE efforts. The City website provides the last three years of Efficiency Reports allowing customers to compare performance between several years. The City's website also prominently displays its Conservation Promotions, including frequently asked questions and rebate forms, that are also available at the Utility Billing counter. The City has conducted a public process to establish its 2021-2025 WUE Program Effectiveness goals, which are outlined in the next section. A public meeting will be held on August 2, 2021 at 7:00 PM. Public comments were incorporated into the WUE goals, and are in the Appendix. 2.9 2015-2020 WUE Program Effectiveness The City's water use, both on average and peak demand days, has declined. An aggressive WUE Program is likely a major reason for this decline; however, it is difficult to estimate the actual water savings directly resulting from the City's WUE Program because the measures are not directly quantifiable. Measures such as rebates for high-efficiency toilets and low- flow showerheads, do have a direct water savings per device, but the water savings from installation of water saving devices without requests for rebates is impossible to measure. The impacts on customer water use as a result of public education, which is the main focus of the City's WUE Program, is challenging to measure, as the response of each participant varies greatly. 2.9.1 Future Methods for Measuring Program Effectiveness The existing program effectiveness was evaluated using system-wide historical water use data. Future program effectiveness may measure the effectiveness of the City's WUE July 2021 — DRAFT 10 Page 88 of 268 Program based on targeted public education programs to customers in a particular area. This area could be limited to a particular pressure zone, group of neighborhoods, etc., but should be an area for which the City can track water use before and after participation in WUE activities or events. Winter months would provide an estimate on indoor water use, since outdoor water uses, such as irrigation, are kept to a minimum during the winter. Summer months could provide an estimate on total indoor and outdoor water use. The first step would be to establish a baseline from historical information. The second step would be to evaluate the resulting water use after promoting WUE through targeted activities and events to customers in the defined area. AMI wouldprovide additional capabilities to more easily perform these studies. The water use would be tracked for an additional year to identify seasonal trends. Some consideration would need to be given to variations in weather and economic conditions. Another method would be to perform the same before/after water use analysis for WUE Program participants who volunteer and provide their address. The resulting information would be valuable for the City to correlate its WUE Program efforts with direct water savings for its customers. 2.9.2 Cost Savings The WUE Program primarily provides cost savings in two ways. Reducing demand may reduce or delay capital projects for additional supply and expanded distribution infrastructure. Additionally, reducing DSL can provide additional revenue, as well as increase the efficiency of supplying existing water uses. The City has completed a cost analysis of their proposed WUE Program using historical data and projected annual water savings. The City has exceeded its WUE Program goal of five percent water use reduction from 2014 through 2020; the actual reduction was nine percent. However, significant portions of the water use savings may be attributed to the factors other than the WUE Program, such as the economy. To avoid over-estimating cost savings, it was assumed that the WUE Program only achieved its goal of five percent, rather than the 9 percent reduction; this corresponds to savings of 0.4 mgd of ADD from 2014 to 2020. The City will budget approximately $244,850.00 for the WUE Program in 2021. This budget includes both the WUE Program measures ($66,850.00), and the required measures, ($178,000.00). This annual expenditure is budgeted and expended through the City's operation and maintenance budget. Based on the projected 2021 budget and the estimated annual water savings of 0.06 mgd, projected unit cost of water from the City's program for 2021 is estimated to be $0.0112 per gallon on average. It is important to consider the majority of the WUE budget is for service line and meter replacements, which is a key Utility business practice to maintain accurate billing and payment. Without these costs, the estimated cost for each gallon of water saved by the WUE Program is only $0.0031 per gallon on average. Additionally, WUE plays an important role in reducing the need for new supplies and delaying costly distribution system upgrades. July 2021 — DRAFT 11 Page 89 of 268 2.10 Projected Water Demand The WUE Program is only applicable to retail customers. Wholesale customer demand is not included in projections. The projected water demand for the Retail Water Service Area with and without WUE for the ADD and the MDD are presented in Table 5. Demands are presented for the 15-year planning period, as well as the Ultimate demand. The planning ERU value of 172 gpd/ERU is expected to be achieved in 2025 based on an annual one percent decrease. No further reductions in demand are projected beyond 2025. Figure 1 is a graphical representation of the data in Table 5. Table 5 Retail ADD & MDD with and without WUE Demand 2020 2021 2022 2023 2024 2025 2035 Ultimate ADD w/o 6.35 6.67 7.00 7.35 7.72 7.84 9.15 11.65 WUE ADD w/WUE 6.26 6.53 6.79 7.06 7.33 7.37 8.07 10.26 Savings 0.09 0.13 0.21 0.29 0.38 0.47 1.08 1.39 % Savings 1% 2% 3% 4% 5% 6% 12% 12% MDD w/o 13.62 13.96 14.31 14.67 15.03 15.32 16.66 21.20 WUE MDD w/WUE 12.80 12.98 13.16 13.35 13.53 13.63 13.88 17.67 Savings 0.82 0.98 1.14 1.32 1.50 1.69 2.78 3.53 Savings 6% 7% 8% 9% 10% 11% 17% 17% July 2021 - DRAFT 12 Page 90 of 268 Figure i Demand Reductions from Water Use Efficiency Program 18.00 16.00 14.00 12.00 E 10.00 C 8.00 6.00 4.00 2.00 0.00 2020 2021 2022 2023 2024 2025 2035 Year ADDw/oWUE ADD w/WUE MDDw/oWUE MDDw/WUE As shown in the table, WUE measures are projected to result in an average day reduction in retail demand of 1.08 mgd by 2035, representing a reduction of approximately 12 percent. A reduction of 0.47 mgd (6percent) is projected by 2025. As shown in the table, WUE measures are projected to result in a reduction in retail MDD of 1.69 mgd (11 percent) by 2025, and approximately 2.78 mgd (17 percent) by the year 2035. 2.11 Summary of Water Use Efficiency Program The City's WUE Program provides for efficient water use and supports continued growth. This program fulfills all the necessary requirements of DOH. The selected program measures will allow the City to meet its WUE goals, resulting in decreased water demand. Measures are interrelated and will help the City achieve its goals to both reduce average water use and peak water use per customer. Public education measures (showing water use in bills, workshops, school outreach, fairs/trade shows, etc.) will continue to be a main focus of the WUE Program to increase customer awareness and knowledge of WUE opportunities. Public education is needed to support the City's other WUE measures and to support reductions in both average and peak water use. Continued appliance rebates and July 2021 — DRAFT 13 Page 91 of 268 shower head give-away help customers implement what is learned in the public education campaign. With the implementation of AMI, it is expected that the City and customers will be able to identify substantially more water loss reduction opportunities than previously possible. Therefore, customer and City leak detection and water audits may have a prominent role in the 2021-2025 WUE Program. The increased water loss reduction activities are expected to support reducing average water use. The program will also continue to provide financial disincentives for excessive water use through metering and WUE pricing. This aspect of the program is likely to help reduce peak water usage further. These measures will result in the City being able to achieve its WUE goals, which results in reduced demand. In conclusion, the City will maintain the target water use efficiency goal of one percent reduction per year in the planning ERU value from 179 gpd per ERU to 172 gpd per ERU by 2025. Additionally, it is the City's goal to reduce the MDD/ADD peaking factor from 1.85 to 1.72. The goals will be reached through implementation of the proposed program measures. July 2021 — DRAFT 14 Page 92 of 268 CITY OF -* * AU I x K AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5604 (Gaub) July 22, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5604 Current Budget: $0 Exhibit A(part 11 Proposed Revision: $0 laitAtuart2) Revised Budget: $0 Administrative Recommendation: City Council adopt Resolution No. 5604. Background for Motion: The City has prepared a Limited Update of the 2015 Comprehensive Water Plan, requesting approval of a 4-year extension of the plan from the Washington State Department of Health. Background Summary: The Washington Department of Health (DOH) approved the 2015 Comprehensive Water Plan (Plan)through May 11, 2022, (a 6-year approval), which contains the required 6-year and 20- year planning period projections. The 2015 Plan also contains 10-year projections in anticipation of a regulatory change allowing 10 years instead of 6 years between preparation of new comprehensive plans. DOH has now implemented that regulatory change. The City will be requesting DOH's approval of a 4-year extension of the City's existing comprehensive water plan by submitting a Limited Update to the 2015 Comprehensive Water Plan. This Limited Update documents how the existing approved Plan is still accurate and applicable. If approved by DOH, the Limited Update will be incorporated into the city-wide annual comprehensive plan update in December 2021. The limited update was reviewed by the Council at the Study Session on July 26, 2021. Resolution No. 5604 authorizes the Mayor to submit the Limited Update of the 2015 Comprehensive Water Plan to Washington State Department of Health for review and approval. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 2, 2021 Item Number: RES.D Page 93 of 268 Page 94 of 268 RESOLUTION NO. 5604 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, APPROVING THE SUBMITTAL OF THE CITY'S LIMITED UPDATE OF THE 2015 COMPREHENSIVE WATER PLAN TO THE WASHINGTON STATE DEPARTMENT OF HEALTH WHEREAS, the City of Auburn operates a municipal water utility and provides drinking water to its utility customers; and WHEREAS, the City of Auburn is required to develop and adopt Comprehensive Plans for its municipal utility operations; and WHEREAS, in connection with its comprehensive planning, state law provides that the City's Comprehensive Water Plan is to be reviewed and approved by the Washington State Department of Health which has regulatory authority over drinking water systems; and WHEREAS, the City has developed a Limited Update of the 2015 Comprehensive Water Plan ("Limited Update"); NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The City of Auburn Limited Update of the 2015 Comprehensive Water Plan is adopted and approved as set forth in Exhibit "A" attached and incorporated by reference pending approval from the Washington State Department of Health. City staff is authorized to make minor changes to the approved Limited Update based on comments received from the Washington State Department of Health. Substantive Resolution No. 5604 July 1 , 2021 Page 1 Page 95 of 268 changes, as determined by the Mayor or the Mayor's designee, shall be approved by the Auburn City Council. Section 2. The Mayor is authorized to submit to the Washington State Department of Health the Auburn Limited Update of the 2015 Comprehensive Water Plan for the agency's review and approval. Section 3. After the Department of Health's review and approval of the City's Limited Update of the 2015 Comprehensive Water Plan, the Limited Update shall be returned to the City Council for incorporation as an element of the City's overall 2021 Comprehensive Plan update. Section 4. The Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Section 5. This Resolution shall be in full force and effect upon passage and signatures hereon. DATED and SIGNED this day of 2021 . CITY OF AUBURN NANCY BACKUS MAYOR ATTEST: Shawn Campbell, City Clerk Resolution No. 5604 July 1 , 2021 Page 2 Page 96 of 268 APPROVED AS TO FORM: Kendra Comeau, City Attorney Resolution No. 5604 July 1 , 2021 Page 3 Page 97 of 268 Exhibit A ypc CITY OF * � AUBURN Nancy Backus,Mayor WAS H I N GTON 25 West Main Street* Auburn WA 98001-4998*www.auburnwa.gov*253-931-3000 July 14, 2021 Richard Rodriguez Regional Planner Washington State Department of Health Northwest Regional Office 20425 72nd Avenue South, Suite 310 Kent, WA 98032 RE: City of Auburn 2015 Water System Plan (Water System ID 03350) Approval Extension Request Dear Mr. Rodriguez: On behalf of the City of Auburn, I am requesting approval of a 4-year extension for the City of Auburn Water System Plan (WSP), entitled "City of Auburn Comprehensive Water Plan, October 2015". On May 11, 2016, the Washington State Department of Health approved the City's WSP for a 6-year term that will expire on May 11, 2022. To date, there have been no significant changes to the WSP that warrants the scheduled approval update per WAC 246-290-100. The projects, demands and growth presented in the current WSP are still valid and are accurate projections of the City's current planning efforts. Additionally, the current WSP includes projects, demands and growth projections 4 years beyond the 6-year planning period in anticipation of this extension request. Although the City is requesting a 4-year extension, a full water system plan will be prepared as part of the City-wide comprehensive plan, expected to be completed in 2024. SYSTEM CAPACITY Demand The City's annual water demand between 2014 and 2020 has been less than the projected demand in the City's 2015 WSP for each corresponding year. Table 1 and Figure 1 show the difference between the projected average day demand (ADD) and maximum day demand (MDD) in the 2015 WSP, and the actual ADD and MDD for the years 2015 through 2020. With conservation, low distribution system leakage, and Lake Meridian securing an alternate wholesale source so that it has not been utilizing wholesale water from Auburn, the City expects to remain below the demands shown in 2015 WSP Table 4.17 and Figure 4.8 through 2025. ENG-163-ELH, Revised 12/19 AUBURN * MORE THAN YOU IMAGINED Page 98 of 268 Richard Rodriguez July 14, 2021 Page 2 of 9 Table 1 Projected vs. Actual Water Demand Projected Projected Year Average Day Maximum Day Actual Average Actual Maximum Demand Demand Day Demand Day Demand MGD MGD MGD MGD 2015 10.02 15.44 7.58 13.16 2016 10.12 15.61 7.85 14.53 2017 10.21 15.79 6.80 12.54 2018 10.31 15.97 6.73 13.61 2019 10.41 16.15 6.55 11.29 2020 10.51 16.33 6.29 13.62 Figure 1 Projected vs. Actual Water Demand 20 won 15 E c E 10 L i Y co 5 0 2015 2016 2017 2018 2019 2020 Year -Projected ADD -Projected MDD -Actual ADD -Actual MDD Water Use Efficiency (WUE) Goal The Previous 2014-2020 WUE goal that was adopted in the 2015 WSP Section 8.2 has been reported annually to customers and Department of Health. At the end of the 6-year cycle, a new goal was established through a public process. The new 2021-2025 goal is anticipated to be adopted by the City Council on August 2, 2021. The projected demands that were calculated for the 2015 WSP update using historical water production, purchase, sales data, and the growth projection data were used to support the new goal. 2021-2025 WUE Goal: 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 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. ENG-163, Revised 12/18 Page 99 of 268 Richard Rodriguez July 14, 2021 Page 3 of 9 The City plans to continue to implement 14 of the 15 demand-side WUE program measures noted in the 2015 WSP Section 8.2.5 to achieve the new 2021-2025 WUE goal. The Demonstration Garden (Measure 14) is no longer maintained because the location exacerbated homeless encampment issues. However, a new program measure described below is proposed, keeping the total number of program measures at 15. Rainwater Harvesting.: The City will evaluate implementation of a rainwater harvesting (rainwater reclamation) promotion program as a means to reduce irrigation water usage by commercial, public and residential customers. The City Stormwater Utility's requirement to use Low Impact Development (LID) measures, where feasible, strives to keep rainwater on the property, further reducing irrigation demands. Storage 2015 WSP analysis identified storage deficiencies in the Valley and Lea Hill service areas in 2035. A combination of storage and supplies are needed to eliminate these deficiencies. Long-term capital projects to install iron and manganese treatment at Well 7 and construct a new Valley storage reservoir will eliminate the deficiencies when completed. These projects remain in the Capital Improvements Plan in the mid-term and long-term planning. CAPITAL IMPREOVMENT PLAN The City has made progress in completing the following capital improvements per the schedule outlined in Chapter 10 of the 2015 WSP. Listed below is a summary of the scheduled Capital Improvement Projects and/or Programs from the 2015 WSP Table 10.6 that were completed or are still in progress. Most water main replacement projects are not identified individually in the 2015 WSP. They are included in the Street Utility Improvements Program, Water Repair and Replacement Program, and Annual Distribution Improvements Program. Status Proiect Name Completed 2015 • SCADA Upgrades • Valley Asbestos Cement (AC)Water Main Replacement— 1,480 feet 6" and 1,280 feet 8" replaced with 12" ductile iron • 2015 Local Street Reconstruction — 1,955 feet 6" cast iron and 1,330 feet 8" cast iron replaced with 8" ductile iron • Auburn Way South Flooding Improvements (17th St SE)— 3,160 feet 8" cast iron replaced with 8" ductile iron Completed 2016 • Well 1 On-Site Improvements • Well 4 Emergency Power Improvements • Lakeland Hills Reservoir 5 Improvements • Muckleshoot Indian Tribe (MIT) Casino Master Meters ENG-163, Revised 12/18 Page 100 of 268 Richard Rodriguez July 14, 2021 Page 4 of 9 • 2016 Local Street Reconstruction — 1,315 feet 6" cast iron replaced with 8" ductile iron, 1,250 feet 4" cast iron replaced with 12" ductile iron • Auburn Way South Corridor Improvements (MIT Plaza — Dogwood) —2,080 feet 10" cast iron replaced with 12" ductile iron Completed 2017 • West Hill Springs Flow Control Improvements • 2017 Local Street Reconstruction —2,440 feet 6" cast iron replaced with 8" ductile iron Completed 2018 • Fulmer Field Improvements • Lea Hill PRV Station Improvements • Water Meter & Billing System Improvements (AMI) • 2018 Local Street Reconstruction —600 feet 6" cast iron replaced with 12" ductile iron Completed 2019 • Reservoir 1 Seismic Control Valve • 2019 Local Street Reconstruction —2,115 feet 6" cast iron and 740 feet 8" cast iron replaced with 8" ductile iron • A Street SE Improvements—760 feet 6" cast iron and 340 feet 8" cast iron replaced with 12" ductile iron Completed 2020 • Green River Pump Station Back-Up Power • Meter Vault Replacement • Pipe Asset Management Study • 2020 Arterial Street Reconstruction — 1,155 feet 8" cast iron replaced with 16" ductile iron In Progress • Cascade Water Alliance Water Purchase— annual payments until 2029 • Well 4 Pump Improvements • Academy Pump Station No. 1 Replacement • Coal Creek Springs Transmission Main Replacement • Street Utility Improvements Program — annual program that funds water main repair, replacement, or upgrade in conjunction with City street projects • Water Repair and Replacements Program —annual program that funds repair and replacement of water mains • Annual Distribution Improvements Program —annual program that funds upgrades or extensions of new water main projects Cancelled • Utilities Field Operations Center—This project is replaced with a more comprehensive upgrade to the City's Operations and Maintenance Facilities ENG-163, Revised 12/18 Page 101 of 268 Richard Rodriguez July 14, 2021 Page 5 of 9 Table 2 below has an updated project list of the 2015 WSP CIP, and new projects for the requested 4-year time extension. Costs have been updated from those presented in Table 10.6 of the 2015 WSP to account for inflation. Projects with minimal costs (e.g., $10,000 in 2021 and no future year costs) are nearing completion. Table 2 2021-2026 Capital Improvement Projects and Programs(x$1,000) 2015 WSP ID Project Name 2021 2022 2023 2024 2025 2026 IS-04 Cascade Water Alliance Water Purchase $ 935 $ 935 $ 935 $ 935 $ 935 $ 935 IS-06 Well 5/5A Upgrades $ - $ - $ - $ - $ 947 $ 112 IS-07 Well Inspection and Redevelopment $ - $ 185 $ - $ - $ 200 $ - S-08 Water Resources Protection Program $ 27 $ 28 $ 29 $ 29 $ 30 $ 31 IS-09 Coal Creek Springs Rehabilitation $ - $ - $ - $ - $ - $ 1,126 West Hill Springs Water Quality S-12 Improvements $ - $ - $ - $ 100 $ 480 $ - S-13 Algona Well 1 Decommissioning $ - $ - $ 50 $ - $ - $ - S-18 Howard Road CCTF Expansion $ - $ - $ - $ - $ - $ 349 S-22 Well 4 Facility Improvements $ 147 $ 830 $ - $ - $ - $ - R-03 Reservoir Repair and Replacements $ 50 $ 62 $ 64 $ 66 $ 68 $ 70 R-04 Valley Service Area Reservoir No.3 $ - $ 50 $ - $ - $ - $ 700 R-05 Reservoir Painting $ - $ - $ - $ - $ - $ 1,747 R-06 Reservoir Seismic Rehabilitation $ - $ - $ - $ 262 $ - $ 298 R-06 Reservoir 2 Valves $ - $ 240 $ 760 $ - $ - $ - Intertie Booster Pump Station PS-04 Improvements $ - $ - $ - $ - $ - $ 250 IPS-07 Academy PS#1 Pump Replacement $ 3,000 $ 610 $ - $ - $ - $ - PS-09, Station/Distribution System D-16 Improvements $ - $ - $ - $ - $ - $ 70 1PS-10 Lea Hill PS Replacement $ - $ - $ - $ - $ 491 $ 746 Annual Distribution System D-02 Improvements Program $ - $ - $ 300 $ 1,000 $ 300 $ 1,000 104th Park Development(104th to 102nd D-02 Water Main Loop) $ 250 $ - $ - $ - $ - $ - ID-06 Street Utility Improvements Program $ 2,000 $ 1,000 $ 1,000 $ 1,000 $ 1,000 D-06 F Street SE Non-Motorized Improvements $ 10 $ - $ - $ - $ - $ - ID-06 M Street NE Widening $ - $ 37 $ - $ 320 $ - $ - Auburn Way South-Hemlock Street SE to D-06 Poplar Street SE $ - $ - $ 2,176 $ 256 $ - $ - D-06 2021 Local Streets Reconstruction $ 2,520 $ - $ - D-06 Water Trench Patches Program $ 150 $ 155 $ 160 $ 165 $ 170 $ - D-06 4th Street SE Reconstruction $ 50 $ 800 $ - $ - $ - $ - D-06 Garden Avenue Realignment $ 55 $ 440 $ - $ - $ - $ - D-09 Water Repair&Replacements Program $ - $ 100 $ 1,000 $ 300 $ 1,000 $ 300 D-11 Coal Creek Springs Transmission Main $ 10 $ 2,425 $ - $ - $ - $ - G-08 Comprehensive Water Plan $ - $ 263 $ 271 $ 20 $ - $ - New Deduct Meter Replacement Program $ 515 $ 485 $ - $ - $ - $ - New Lea Hill AC Main Replacement $ 10 $ - $ - $ - $ - $ - New Lead Service Line Replacement $ 2,900 $ 1,600 $ - $ - $ - $ - ENG-163, Revised 12/18 Page 102 of 268 Richard Rodriguez July 14, 2021 Page 6 of 9 LAND USE AND GROWTH The Auburn water service area is smaller than the entire area of the City. For purposes of projecting growth over the next 5-year period, the service area represents approximately 75% of the City's corporate boundaries, taking into account areas are not developed or are served by private wells that are not expected to connect to the water system within the next 5 years. The 2015 WSP Table 4.8 projected a total service area population of 57,213 for 2015 and 62,581 for 2021. The State Office of Financial Management (OFM) population estimates are presented in Table 3. The total population of the City is the sum of the parts in King and Pierce Counties, with calculated water service area population 75% of the total. Table 3 City of Auburn Population 2010 2015 2016 2017 2018 2019 2020 Population Population Population Population Population Population Population County Jurisdiction Census Estimate Estimate Estimate Estimate Estimate Estimate King Auburn(part) 62,761 65,950 67,340 69,060 70,650 71,740 71,960 Pierce Auburn(part) 7,419 9,595 9,720 9,900 9,965 9,980 9,980 Auburn Total 70,180 75,545 77,060 78,960 80,615 81,720 81,940 Water Service Area Population 52,635 56,659 57,795 59,220 60,461 61,290 61,455 2015 WSP Table 4.8 Projections 57,213 58,108 59,002 59,897 60,792 61,686 As Table 3 shows, the OFM estimated population of 61,455 and the 2015 WSP projection of 61,686 are fairly close. It is anticipated the actual growth in demand over the requested 4-year extension period will not exceed the demand projections stated in the 2015 WSP. POLICIES AND DESIGN CRITERIA The City's water service policies as presented in Section 3 of the 2015 WSP have remained the same for operating and constructing new facilities. The Design and Construction Standards provided in Appendix Q of the 2015 WSP have had minor modifications to provide clearer information or revised materials specifications. The water sections of the City of Auburn Design and Construction Standards are attached. FINANCING AND IMPLEMENTATION The financial analysis in Section 11 of the 2015 WSP identified the capital improvement plan (CIP) that the City is currently still pursuing. The City continues to fund the water operations and CIP programs while still maintain positive reserves as indicated in Table 4. The City obtained bond funding in 2020 for approximately $13.7 million for some of the planned projects. This funding was anticipated and discussed in the 2015 WSP Chapter 11. The City has adequate reserves to fund its debt service. ENG-163, Revised 12/18 Page 103 of 268 Richard Rodriguez July 14, 2021 Page 7 of 9 Table 4 Statement of Revenues,Expenses,and Changes in Fund Net Position 2014 2015 2016 2017 2018 2019 Operating Revenues Charges for service $ 13,123,260 $ 14,225,395 $ 14,603,413 $ 14,781,310 $ 15,293,485 $ 15,057,517 Other Operating Revenue - - - - 600 835 Total Operating Revenues 13,123,260 14,225,395 14,603,413 14,781,310 15,294,085 15,058,352 Operating Expenses Operations and Maintenance 4,542,882 5,724,361 4,708,531 3,753,573 3,692,419 3,789,093 Administration 2,927,033 2,773,952 2,876,688 4,672,569 4,702,259 4,727,971 Depreciation/Amortization 2,410,604 2,934,694 3,014,425 3,z69,581 3,407,933 3,848,016 Other Operating Expenses 1,528,313 1,650,719 1,812,788 8,964 - - Total Operating Expenses 11,408,832 13,083,726 12,412,432 11,704,687 11,802,611 12,365,080 Operating Income(Loss) 1,714,428 1,141,669 2,190,981 3,076,623 3,491,474 2,693,272 Non-Operating Revenue(Expenses) Interest Revenue 13,972 19,431 44,045 $04,564 $78,271 261,654 Other Non-Operating Revenue 347,225 241,238 218,927 269,264 324,228 589,809 Gain on Sale of Capital Assets - - - - - - Interest Expense (546,255) (606,837) (687,081) (703,321) (697,363) (658,808) Other Non-Operating Expenses (37,857) (966) (8,116) - - - Total Non-Operating Revenue(Expenses) (222,915) (347,134) (432,225) (329,493) (194,864) 192,655 Income(Loss)Before Contributions and Transfers 1,491,513 794,535 1,758,756 2,747,13o 3,296,610 2,885,927 Capital Contributions 1,283,277 1,999,057 3,299,828 1,176,756 1,271,234 3,246,853 Transfers In - - - 2,500,000 2,686,332 39,258 Transfers Out (110,271) (203,642) (88,921) (2,693,946) (2,800,40o) (147,002) Changes in Net Position 2,664,519 2,589,95o 4,969,663 3,729,940 4,453,776 6,025,036 Net Position,Januarys,as Previously Reported 68,655,975 71,320,494 70,782,042 75,751,705 79,481,645 83,935,421 Change in Accounting Principle (3,128,402) Net Position,Januarys as Restated 68,192,092 Net Position,December32 $ 72,320,494'$ 70,782,042 $ 75,751,705 $ 79,481,645 $ 83,935,421 $ 89,960,457 SEPA COMPLIANCE Since the 2015 WSP, no changes have occurred that would require a new Determination of Non-significance to be issued. Some planned capital improvements may require project-specific SEPA documents, which will be developed as part of those projects. ADJACENT WATER SYSTEMS AND WHOLESALE CUSTOMERS The following adjacent water systems and wholesale customers have been notified of the City's 2015 WSP extension request. The draft letter was emailed on June 28, 2021 for agency review. Response deadline was July 9, 2021. All received comments and responses are documented. ENG-163, Revised 12/18 Page 104 of 268 Richard Rodriguez July 14, 2021 Page 8 of 9 Agency Agency Comments Auburn Responses City of Algona Comment 6/28/2021 Algona transferred inquiring about the $50,000 ownership of their well to on line S-13 of the Capital Auburn. The cost is to Program. decommission the Algona well after the water right is transferred to an Auburn well location. City of Bonney Lake No response N/A City of Kent No comments (6/30/2021) N/A City of Pacific No response N/A City of Sumner No response N/A Covington Water District No response N/A Highline Water District No response N/A Lakehaven Water and Comment 6/30/2021 stating Auburn is not exempt Sewer District there was no mention of the from the requirements of requirements of the 2018 AWIA and has met the American Water AWIA requirements for Infrastructure Act (AWIA), assessment and asking if Auburn is exempt emergency planning. from this planning requirement. Lake Meridian Water No response N/A District Muckleshoot Indian Tribe No response N/A The City Council is anticipated to approve of the adoption process for this Extension Request letter at its August 2, 2021 meeting. The City requests that the 2015 WSP's existing approval be extended by 4 years as the analyses and recommendations contained in the 2015 WSP are still valid, and the WSP currently meets the Department of Health's water system planning requirements. If you have any questions, please contact me at 253-804-5061 or sfenhausnauburnwa.aov ENG-163, Revised 12/18 Page 105 of 268 Richard Rodriguez July 14, 2021 Page 9 of 9 Sincerely, Susan Fenhaus, PE Water Utility Engineer Public Works Department SF/XX File: WTR 2.2.1 Enclosure(s) • 2021 Water Rights Self-Assessment Form • Population Estimates Washington State Office of Financial Management • Water Use Efficiency Program • 2021 Design and Construction Standards ENG-163, Revised 12/18 Page 106 of 268 CITY OF AUBURN LIMITED COMPREHENSIVE WATER PLAN UPDATE ATTACHMENTS • 2021 Water Rights Self-Assessment Form • Population Estimates from Washington State Office of Financial Management • 2021 — 2025 Water Use Efficiency Program • 2021 Design and Construction Standards Page 107 of 268 Water Right Self-Assessment Form for Water System Plans 331-372 • 1/13/2017 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 Ecoloav Policy 2030 for information on how Ecology administers the Municipal Water Law. i�, WOrrnktcrr5taie1.)earbwrof If you need this publication in an alternative format, call 800.525.0127 �� eaH (TDD/TTY call 711).This and other publications are available at i. www.doh.wa.gov/drinkingwater. Page 108 of 268 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 Ecoloav 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 Riaht 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 riaht 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 Ecoloav 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 2 of 6 Page 109 of 268 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 Ecoloav 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 Ecoloav 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 3 of 6 Page 110 of 268 Current Excess or Deficiency (Oil: 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 4 of 6 Page 111 of 268 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. Page 5 of 6 Page 112 of 268 n n ,c cl cl Cl Cl Cl Cl W N CC w N -, Z O_ 'c -I m O_ pp rn V ' N- . N G 1 C O N co m N Z C r:J N W O W o 0 N .. * n a N A J N 1D 3 1 A Z X. - = W V m w LOO N J D c O`< C i >v N ' c 0- c v o F.1 A 3 g• CI o_ A n n n n n n *2 3 0 m. 3 3L,... 73. o - _ 7, < * N _ rt Co = C a s o -I o ' N o * N _ • o m m N y o -O In * R. 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O o p�) 01 d, ° O V V N p O W p K y O c za - I 3 m 10' 3 Q n N O to C. o O o O O O C =.d 3 n eJ, C S I v .. 3 N w m _3 m - -a Ti o '^ o " a c n w w C m a 0 0 0 0 w 0 0 0 r a ^, II o p n N a W o 0 0 0^ m o hp " ! ` p Page 113 of 268 _ g o 'm °2 0 5a April 1,2020 Population of Cities,Towns and Counties Used for Allocation of Selected State Revenues State of Washington County Census Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Municipality 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Douglas continued Rock Island 788 790 790 790 790 865 965 1,005 1,040 1,130 1,220 Waterville 1,138 1,140 1,145 1,145 1,155 1,160 1,165 1,175 1,175 1,185 1,195 Ferry 7,551 7,600 7,650 7,650 7,660 7,710 7,700 7,740 7,780 7,830 7,910 Unincorporated 6,478 6,520 6,565 6,555 6,560 6,620 6,610 6,645 6,680 6,730 6,805 Incorporated 1,073 1,080 1,085 1,095 1,100 1,090 1,090 1,095 1,100 1,100 1,105 Republic 1,073 1,080 1,085 1,095 1,100 1,090 1,090 1,095 1,100 1,100 1,105 Franklin 78,163 80,500 82,500 84,800 86,600 87,150 88,670 90,330 92,540 94,680 96,760 Unincorporated 13,491 13,665 13,820 13,160 12,820 12,825 12,065 12,540 12,830 13,230 13,500 Incorporated 64,672 66,835 68,680 71,640 73,780 74,325 76,605 77,790 79,710 81,450 83,260 Connell 4,209 5,150 5,320 5,350 5,330 5,405 5,365 5,450 5,460 5,500 5,500 Kahlotus 193 190 195 195 185 185 185 165 165 165 165 Mesa 489 495 495 495 495 495 495 495 495 495 495 Pasco 59,781 61,000 62,670 65,600 67,770 68,240 70,560 71,680 73,590 75,290 77,100 Garfield 2,266 2,250 2,250 2,250 2,240 2,260 2,200 2,200 2,210 2,220 2,225 Unincorporated 841 835 840 850 845 855 805 805 815 820 820 Incorporated 1,425 1,415 1,410 1,400 1,395 1,405 1,395 1,395 1,395 1,400 1,405 Pomeroy 1,425 1,415 1,410 1,400 1,395 1,405 1,395 1,395 1,395 1,400 1,405 Grant 89,120 90,100 91,000 91,800 92,900 93,930 94,610 95,630 97,350 98,740 100,130 Unincorporated 40,134 40,395 40,790 40,956 41,470 41,840 42,130 42,422 42,765 43,255 43,625 Incorporated 48,986 49,705 50,210 50,844 51,430 52,090 52,480 53,208 54,585 55,485 56,505 Coulee City 562 565 560 570 565 560 560 565 570 570 575 Coulee Dam part 0 0 0 0 0 0 0 0 0 0 0 Electric City 968 1,065 995 1,010 1,010 1,010 1,010 1,020 1,030 1,030 1,030 Ephrata 7,664 7,690 7,750 7,870 7,930 7,985 8,020 8,005 8,130 8,180 8,210 George 501 690 700 720 720 720 720 720 720 725 730 Grand Coulee 988 1,020 1,035 1,045 1,050 1,050 1,045 1,055 1,055 1,055 1,055 Hartline 151 150 150 155 155 160 155 155 155 155 155 Krupp 48 50 50 50 50 50 50 50 50 50 50 Mattawa 4,437 4,460 4,495 4,540 4,460 4,535 4,625 4,805 4,900 4,920 4,955 Moses Lake 20,366 20,640 20,950 21,250 21,600 22,080 22,250 22,720 23,660 24,220 24,620 Quincy 6,750 6,815 6,945 7,000 7,235 7,270 7,345 7,370 7,510 7,720 7,930 Royal City 2,140 2,150 2,160 2,190 2,210 2,235 2,240 2,245 2,275 2,295 2,605 Soap Lake 1,514 1,515 1,520 1,530 1,530 1,520 1,535 1,550 1,575 1,585 1,575 Warden 2,692 2,690 2,695 2,705 2,710 2,710 2,720 2,730 2,745 2,765 2,800 Wilson Creek 205 205 205 209+ 205 205 205 218+ 210 215 215 Grays Harbor 72,797 72,900 73,150 73,200 73,300 73,110 72,820 72,970 73,610 74,160 74,720 Unincorporated 28,438 28,555 28,610 28,615 28,635 28,475 28,110 28,190 28,320 28,410 28,675 Incorporated 44,359 44,345 44,540 44,585 44,665 44,635 44,710 44,780 45,290 45,750 46,045 Aberdeen 16,896 16,870 16,890 16,860 16,850 16,780 16,780 16,740 16,760 16,880 16,890 Cosmopolis 1,649 1,645 1,640 1,650 1,645 1,640 1,650 1,660 1,665 1,680 1,695 El ma 3,107 3,115 3,110 3,115 3,130 3,135 3,145 3,145 3,360 3,375 3,410 Hoquiam 8,726 8,650 8,655 8,620 8,625 8,575 8,580 8,560 8,560 8,540 8,540 McCleary 1,653 1,655 1,655 1,655 1,660 1,680 1,685 1,695 1,760 1,790 1,815 Montesano 3,976 4,010 4,050 4,070 4,075 4,095 4,105 4,120 4,155 4,175 4,175 Oakville 684 685 690 690 690 685 695 690 690 695 695 Ocean Shores 5,569 5,615 5,745 5,815 5,880 5,935 5,955 6,055 6,220 6,490 6,690 Westport 2,099 2,100 2,105 2,110 2,110 2,110 2,115 2,115 2,120 2,125 2,135 Island 78,506 78,800 79,350 79,700 80,000 80,600 82,910 82,790 83,860 84,820 85,530 Unincorporated 53,565 53,700 54,215 54,665 55,090 55,600 57,460 56,880 58,000 58,730 59,500 Incorporated 24,941 25,100 25,135 25,035 24,910 25,000 25,450 25,910 25,860 26,090 26,030 Coupeville 1,831 1,855 1,880 1,890 1,895 1,900 1,905 1,905 1,905 1,925 1,925 Langley 1,035 1,045 1,055 1,065 1,075 1,100 1,135 1,165 1,175 1,195 1,195 Oak Harbor 22,075 22,200 22,200 22,080 21,940 22,000 22,410 22,840 22,780 22,970 22,910 Jefferson 29,872 30,050 30,175 30,275 30,700 30,880 31,090 31,360 31,590 31,900 32,190 Unincorporated 20,759 20,870 20,990 21,050 21,345 21,500 21,605 21,860 22,045 22,290 22,525 Incorporated 9,113 9,180 9,185 9,225 9,355 9,380 9,485 9,500 9,545 9,610 9,665 Port Townsend 9,113 9,180 9,185 9,225 9,355 9,380 9,485 9,500 9,545 9,610 9,665 King 1,931,249 1,942,600 1,957,000 1,981,900 2,017,250 2,052,800 2,105,100 2,153,700 2,190,200 2,226,300 2,260,800 Unincorporated 325,000 285,265 255,720 253,100 252,050 253,280 245,920 247,060 247,240 248,275 249,100 Incorporated 1,606,249 1,657,335 1,701,280 1,728,800 1,765,200 1,799,520 1,859,180 1,906,640 1,942,960 1,978,025 2,011,700 Algona 3,014 3,055 3,070 3,075 3,090 3,105 3,175 3,180 3,180 3,190 3,210 Auburn part 62,761 63,050 63,390 64,320 65,350 65,950 67,340 69,060 70,650 71,740 71,960 1 Beaux Arts Village 299 300 300 290 295 300 300 300 300 300 300 Bellevue 122,363 123,400 124,600 132,100 134,400 135,000 139,400 140,700 142,400 145,300 148,100 Black Diamond 4,153$ 4,160 4,170 4,170 4,180 4,200 4,305 4,335 4,360 4,525 5,205 Page 114 of 268 April 1,2020 Population of Cities,Towns and Counties Used for Allocation of Selected State Revenues State of Washington County Census Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Municipality 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Lincoln 10,570 10,600 10,675 10,675 10,700 10,720 10,640 10,700 10,810 10,960 11,050 Unincorporated 5,081 5,110 5,185 5,230 5,305 5,305 5,240 5,280 5,370 5,495 5,580 Incorporated 5,489 5,490 5,490 5,445 5,395 5,415 5,400 5,420 5,440 5,465 5,470 Almira 284 285 285 285 280 280 275 275 275 275 275 Creston 236 235 235 235 230 230 225 225 225 225 225 Davenport 1,734 1,735 1,730 1,700 1,685 1,685 1,690 1,700 1,715 1,730 1,740 Harrington 424 420 420 420 415 420 415 415 415 415 415 Odessa 910 910 915 905 900 905 900 905 905 910 905 Reardan 571 575 575 575 570 570 575 570 575 580 580 Sprague 446 445 445 445 440 445 440 440 440 440 440 Wilbur 884 885 885 880 875 880 880 890 890 890 890 Mason 60,699 61,100 61,450 61,800 62,000 62,200 62,320 63,190 64,020 64,980 65,650 Unincorporated 50,865 51,245 51,580 51,825 52,005 52,130 52,250 53,070 53,880 54,760 55,260 Incorporated 9,834 9,855 9,870 9,975 9,995 10,070 10,070 10,120 10,140 10,220 10,390 Shelton 9,834 9,855 9,870 9,975 9,995 10,070 10,070 10,120 10,140 10,220 10,390 Okanogan 41,120 41,200 41,425 41,500 41,700 41,860 41,730 42,110 42,490 42,730 43,130 Unincorporated 24,780 24,805 25,085 25,110 25,120 25,320 25,090 25,400 25,720 25,920 26,220 Incorporated 16,340 16,395 16,340 16,390 16,580 16,540 16,640 16,710 16,770 16,810 16,910 Brewster 2,370 2,365 2,355 2,370 2,380 2,395 2,395 2,400 2,405 2,405 2,420 Conconully 210 220 215 220 230 230 230 230 235 235 235 Coulee Dam part 911 910 915 915 915 910 915 915 915 915 915 Elmer City 238 240 235 235 240 285* 290 290 290 290 290 Nespelem 236 235 235 235 235 245 245 245 245 245 245 Okanogan 2,552 2,585 2,535 2,560 2,595 2,580 2,595 2,610 2,620 2,640 2,665 Omak 4,845 4,845 4,835 4,830 4,840 4,900 4,925 4,925 4,935 4,940 4,955 Oroville 1,686 1,690 1,715 1,715 1,700 1,695 1,710 1,705 1,705 1,700 1,700 Pateros 667 665 665 665 665 525 560 580 585 585 595 Riverside 280 280 280 280 290 285 285 285 285 285 290 Tonasket 1,032 1,025 1,020 1,020 1,110 1,110 1,110 1,110 1,110 1,110 1,115 Twisp 919 925 930 940 945 945 950 970 975 980 985 Winthrop 394 410 405 405 435 435 430 445 465 480 500 Pacific 20,920 20,900 20,970 21,000 21,100 21,210 21,180 21,250 21,420 21,640 21,840 Unincorporated 14,073 14,070 14,115 14,125 14,225 14,320 14,285 14,360 14,500 14,710 14,770 Incorporated 6,847 6,830 6,855 6,875 6,875 6,890 6,895 6,890 6,920 6,930 7,070 Ilwaco 936 935 940 940 945 945 945 945 965 965 965 Long Beach 1,392 1,390 1,400 1,410 1,410 1,420 1,430 1,440 1,445 1,455 1,550 Raymond 2,882 2,870 2,890 2,895 2,890 2,905 2,900 2,885 2,885 2,885 2,910 South Bend 1,637 1,635 1,625 1,630 1,630 1,620 1,620 1,620 1,625 1,625 1,645 Pend Oreille 13,001 13,000 13,100 13,150 13,210 13,240 13,290 13,370 13,540 13,740 13,850 Unincorporated 9,810 9,790 9,890 9,945 9,985 10,030 10,085 10,140 10,310 10,485 10,550 Incorporated 3,191 3,210 3,210 3,205 3,225 3,210 3,205 3,230 3,230 3,255 3,300 Cusick 207 210 210 205 205 200 200 205 205 205 220 lone 447 445 445 445 445 440 440 445 445 450 450 Metaline 173 175 175 175 185 175 180 170 170 170 170 Metaline Falls 238 240 240 240 240 235 235 240 240 240 245 Newport 2,126 2,140 2,140 2,140 2,150 2,160 2,150 2,170 2,170 2,190 2,215 Pierce 795,225 802,150 808,200 814,500 821,300 830,120 844,490 859,400 872,220 888,300 900,700 Unincorporated 366,738 372,110 375,955 378,495 381,970 386,050 392,260 400,480 409,020 420,000 426,200 Incorporated 428,487 430,040 432,245 436,005 439,330 444,070 452,230 458,920 463,200 468,300 474,500 Auburn part 7,419 7,655 7,850 8,915 9,280 9,595 9,(20 9,900 9,965 9,980 9,980I Bonney Lake 17,374 17,500 17,730 18,010 18,520 19,490 20,000 20,500 20,940 21,060 21,390 Buckley 4,354 4,345 4,365 4,370 4,430 4,440 4,550 4,670 4,765 4,885 5,080 Carbonado 610 610 610 610 610 615 635 665 665 665 685 DuPont 8,199 8,430 8,640 8,855 9,175 9,250 9,330 9,385 9,385 9,425 9,525 Eatonville 2,758 2,775 2,785 2,815 2,840 2,880 2,925 2,950 2,955 2,970 3,010 Edgewood 9,387 9,405 9,425 9,460 9,525 9,615 9,735 10,420 10,990 11,390 12,070 Enumclaw part 0 0 0 0 0 0 0 0 0 0 0 Fife 9,173 9,220 9,235 9,290 9,405 9,545 9,910 10,100 10,100 10,140 10,200 Fircrest 6,497 6,500 6,525 6,540 6,555 6,575 6,625 6,640 6,710 6,770 6,790 Gig Harbor 7,126 7,200 7,340 7,670 7,985 8,555 9,065 9,560 10,320 10,770 11,240 Lakewood 58,163 58,190 58,260 58,310 58,360 58,400 58,800 59,280 59,350 59,670 60,030 Milton part 6,137 6,140 6,150 6,345 6,350 6,375 6,625 6,705 6,705 6,735 6,805 Orting 6,746 6,770 6,790 6,930 7,065 7,290 7,535 7,835 8,105 8,380 8,635 Pacific part 92 85 85 85 80 70 55 55 40 35 30 Puyallup 37,022 37,240 37,620 37,980 38,670 38,950 39,850 40,500 41,100 41,570 42,700 Roy 793 795 805 805 805 805 805 815 815 820 820 Ruston 749 750 755 795 830 905 935 975 990 1,005 1,040 South Prairie 434 435 435 435 435 435 435 435 435 480 500 Steilacoom 5,985 6,000 6,015 6,040 6,060 6,115 6,170 6,410 6,425 6,450 6,505 Page 115 of 268 CIIYOF 4. x AU BURN WASHINGTON CITY OF AUBURN 2021 - 2025 WATER USE EFFICIENCY PROGRAM - 1 -.Lt ` ly.• 161-4. 44..' I AN.t V i - i., . iii ' r.. Page 116 of 268 WATER USE EFFICIENCY As populations continue to climb, demand for limited water supplies is steadily increasing in the Pacific Northwest. Efficient water use is critical for water systems to support growth in their communities and support the environment and recreation. The efficient use of water helps ensure reliable water supplies are available for the City of Auburn (City)well into the future. It is important to the City to not only conserve water, which reduces use, but also promote efficient use, which both conserves water and reduces wasteful uses. The purpose of this document is to provide an analysis of the City's historic water conservation program and to evaluate the existing and proposed conservation and water use efficiency measures. This document is formatted into two sections. The first section analyzes the previous conservation programs by examining how it was formed, it's program and goals, and analyzes the savings. The second section presents the City's new 2021 Water Use Efficiency (WUE) Program, and includes the new requirements, measures, and demand savings anticipated from the program. 1 PRIOR CONSERVATION PROGRAMS 1.1 History The first formal water conservation program was developed by the City in 1995, one year after the Washington Department of Health (DOH)jointly published conservation guidelines, as described below. The City's program included several conservation activities such as school outreach, program promotion, leak detection, meter repair/replacement, and conservation pricing. The City enhanced the program in 2001, 2009, and in 2015. The 2015 program will provide the basis of the historical review in this chapter. The City's 2021 WUE Program follows DOH's 2017 Water Use Efficiency Guidebook, while building off previous plans. Therefore, it is worth noting that in preparing previous plans the City reviewed the 1990 South King County Coordinated Water System Plan (CWSP), and Washington Department of Ecology's 1994 Conservation Planning Requirements (CPR) - Guidelines and Requirements for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology, and Conservation Programs, and the Water Conservation Bibliography for Public Water Systems by the US Army Corps of Engineers. 1.2 Regulatory Requirements The Washington Water Utilities Council, DOH, and Department of Ecology jointly developed the CPR. Interim guidelines were first established in 1990, and subsequently finalized and approved in 1994. The DOH published the CPR in 1994, which was the basis of the City's 1995 and 2001 conservation programs. July 2021 — DRAFT Page 11 of 268 In 2003, the Washington State Legislature passed Engrossed Second Substitute House Bill 1338, better known as the Municipal Water Law, to address the increasing demand on our state's water resources. The law established that all municipal water suppliers must use water more efficiently in exchange for water rights certainty and flexibility to help water municipal suppliers meet future demand. The Legislature directed the DOH to adopt an enforceable WUE Program, which became effective on January 22, 2007. The WUE Program replaced the CPR, and emphasizes the importance of measuring water usage and evaluating the effectiveness of the water supplier's WUE Program. 1.3 Previous Program Goals and Historical Water Usage The City's 2015-2020 WUE Program was a continuation of the 2009-2014 Program, with specific enhancements to the program to comply with WUE regulations and create an emphasis on efficient water usage rather than only conservation. The program goals were set per the WAC 246-290-830(4)(a)through a public process and posted to the City's website in October 2014. The goals for the 2015-2020 Program targeted a 1 percent reduction per year in Equivalent Residential Unit (ERU) values. The City also wanted to raise the visibility and performance of the Conservation Program by becoming a community leader in water conservation through example and public education. As part of that leadership, the City supported and participated in applicable regional plans in order to maintain a reliable and adequate supply of water for the region. In 2013, the planning ERU value was 195 gpd per ERU, based on the 75th percentile of the previous six years of data. The 2020 (current) planning ERU value is 179 gpd per ERU, which was also based on the 75th percentile of the previous seven years of data. This equates to a 1.1 percent annual decrease in the planning ERU value. The annual water use per Single Family account from 2014 through 2020 used to calculate the planning ERU value is shown in Table 1. Table 1 Historical Annual Water Use Per Account (gpd/account) Year Single Family/Duplex 2014 174 2015 179 2016 170 2017 176 2018 193 2019 169 2020 179 Average 177 75th percentile 179 ERUs per Account 1.0 July 2021 — DRAFT Page 11g of 268 Seasonal water use can have a huge impact on the system's ability to deliver water during peak demands. The winter months generally show a steady monthly usage, while summer months typically show an increase, peak, and decrease in water usage. Historically, single- family residential customer class has produced a large peak in the summer months. This peaking is quantified in the MDD to ADD peaking factor presented in Table 2. The 75th percentile of the MDD to ADD peaking factor for the period between 2012 and 2020 is 1.85, which is slightly above the previous plan of 1.82. The City would like to decrease peak use and has included it as a new goal in the 2021-2025 WUE Program. Table 2 Historical Annual ADD, MDD, Peak Day and Peaking Factor Average Maximum Date of Max Day/ Annual Day Day Maximum Avg Day Production Demand Demand Day Peaking Year (MG/year) (mgd) (mgd) Demand Factor 2012 2,728 7.64 12.08 8/16/2012 1.58 2013 2,710 7.43 12.07 8/21/2013 1.62 2014 2,764 7.30 12.97 8/6/2014 1.78 2015 2,763 7.58 13.16 6/16/2015 1.74 2016 2,871 7.85 14.53 8/16/2016 1.85 2017 2,484 6.80 12.54 7/26/2017 1.84 2018 2,458 6.73 13.61 7/11/2018 2.02 2019 2,392 6.55 11.29 8/1/2019 1.72 2020 2,291 6.26 13.62 8/27/2020 2.18 Average 2,607 7.13 12.87 1.82 75th Percentile 2,763 7.58 13.61 1.85 1.4 Historical Distribution System Leakage Distribution system leakage (DSL) is a significant element of the WUE requirements. It is calculated as the difference between the total amount of water produced and the sum of water sold and authorized unmetered water usage. It may include inaccurate master and service connection meters, unaccounted-for non-revenue water use, pipeline leakage, and unauthorized use. DSL does not include authorized water usage such as water used for fire protection, flushing, construction, and other maintenance and operations practices. However, to be credited, this must be accounted for by metering or by estimating water use with credible means. All water that is not authorized is considered distribution system leakage. The DOH requires the 3-year average DSL to be under 10 percent to minimize water waste. The historical 3-year rolling average DSL ranged between 3.4 percent and 9.7 percent for the period from 2013 to 2020. July 2021 - DRAFT Page 11 of 268 2 2021-2025 WATER USE EFFICIENCY PROGRAM The 2021-2025 WUE Program will be a continuation of the City's current WUE Program. Program measures have been expanded, reflecting the City's increased service population of over 50,000 people. The program has also been updated to leverage the City's investments in improved SCADA, leak detection, and Advanced Metering Infrastructure (AMI). The 2021 Plan complies with regulations as set forth in WAC 246-290-830 and DOH's 2017 Water Use Efficiency Guidebook. This section summarizes the program's goals, demand and supply side measures, reclaimed water, and DSL. The projected demand with the conservation goals, program budget, and cost savings are also presented. 2.1 Program Goals Per the WAC 246-290-830(4)(a), all water purveyors with 1,000 or more connections were required to set efficiency goals through a public process. The City has chosen to focus on implementing voluntary measures to decrease both the average and peak water usage. The 2021 program has established the following goals: • Water Use per ERU: 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 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. • MDD/ADD Peaking Factor: Decrease the planning peaking factor from the current 1.85, which is equal to the 75th percentile of 7 years of historical data (2014-2020), to a planning peaking factor of less than 1.72. • Distribution System Leakage: Maintain 3-year average DSL under 10 percent to minimize water waste. • Customer Support: To provide the service and support necessary to those water customers expressing a desire to conserve water as a part of their environmental ethic and as a means of minimizing water bills. • Regional Support: To support and participate in the South King County CWSP and other applicable regional plans in order to maintain a reliable and adequate supply of water for the region. The WUE Program measures, as summarized below, are designed to help meet these established goals. 2.2 Program Requirements The WUE requirements emphasize the importance of measuring water usage and evaluating the effectiveness of the City's program. There are three fundamental requirements of a WUE Program that the City follows: July 2021 — DRAFT 4 Page 120 of 268 • Planning Requirements — Municipal water suppliers are required to: — Collect data. — Forecast demand. — Evaluate WUE measures. — Calculate DSL. — Implement a WUE Program to meet their goals. • Distribution Leakage Standard — Municipal water suppliers are required to meet a distribution system leakage standard to minimize water loss from their distribution system. • Goal setting and performance reporting — Municipal water suppliers are required to set WUE goals through a public process and report annually to their customers and DOH. 2.3 Mandatory Measures The WUE Program includes supply side measures that the City implements to understand and control leakage including new meters, leak detection surveys, and water audits. Per the WUE requirements, the following measures shall be continued for the 2021-2025 WUE program: • Install production (source) meters. • Install consumption (service) meters. • Perform meter calibration. • Implement a water loss control action plan to control leakage if the 3 year rolling average exceeds 10 percent. • Educate customers about water use efficiency practices. • Establish rates that encourage water demand efficiency. See Chapter 11 of 2015 Comprehensive Water Plan for discussion on water rates. • Evaluate reclamation opportunities. 2.4 Distribution System Leakage DSL is a significant element in the City's WUE Program. In the past, distribution leakage was referred to as "unaccounted-for-water". To limit DSL, the City has ongoing leak detection, meter calibration, and an active repair and replacement program for water system infrastructure. Additionally, the City has recently increased its efforts to reduce non- payment of bills and water theft. Further, the City has updated its SCADA and implemented AMI during the 2015-2020 period. These investments significantly increase the City's ability to measure DSL both July 2021 — DRAFT Page 121 of 268 temporally and geographically. The resulting information allows the City to better target its WUE activities to reduce DSL. 2.4.1 Increasing Effectiveness of the WUE Program with AMI The City implemented AMI throughout the system during the 2015-2020 program period. AMI provides a new tool to improve the effectiveness of the WUE Program measures. AMI provides detailed water use data for each customer that allows the City to better understand water use patterns and target WUE Program measures to specific customers. Data is sent 6 times each day and is stored in 15-minute intervals indefinitely. Below is a summary of how the City uses AMI. • Run continuous consumption reports daily to identify customer leaks. • Detect service leaks sooner resulting in reduced costs for Service Replacement program and Leak Detection program. • Use meter tamper and other daily alarms to reduce water theft. • Compare production and customer water use to calculate DSL on a monthly basis. • Implement a customer portal to provide additional reporting options to educate customers, such as their peak water use. 2.5 2015-2020 Demand-Side Program Measures The City has incorporated program measures that target reductions in customer usage, saving the customers money without reducing the quality of service. Under the WUE requirements, a program measure may include water efficient devices, actions, business practices, or policies that promote efficient water use. With 15 measures as part of the 2021 Program, the City exceeds the minimum DOH requirement of 12 measures. WUE measures can target specific customer classes or a combination of customer classes. The City's demand-side program measures are summarized below. 1. School Outreach: School programs will continue to be arranged to educate students on efficient water usage. The City has partnered with Nature Vision to provide classroom education for grades K through 12. This program provides hands-on activities to teach water conservation, water supply, groundwater and surface water protection, and the water cycle. The City will conduct alternative or additional outreach if requested by schools. 2. Speakers' Bureau: The City will seek speaking opportunities to discuss water use efficiency with a wide-audience spectrum. Topics could include water efficient fixtures and appliances, curbing seasonal peak demands, lawn watering practices, etc. 3. Program Promotion: The City will seek opportunities for public service announcements for water use efficiency, and submit news articles to local papers July 2021 — DRAFT Page 12 of 268 and Auburn City Magazine on efficient water usage especially during the spring and summer months. Additional information is published on the City's website 4. Theme Shows/Fairs: The City hosts an annual Kids Day fair. The fair includes a wide range of activities for all ages of kids. As part of the fair, the City has fun water related activities and provides water efficiency brochures and other materials. The City will conduct outreach at other Theme Shows/Fairs if requested. 5. Water Audits: The City will conduct a water audit upon the request of a customer, including industrial, commercial, and institutional customers. The audits will review items such as: recirculation of cooling water, reuse of cooling and process water, reuse of treated wastewater, efficient landscape irrigation, low water using fixtures, fixing leaks, and process modifications. 6. Customer Leak Detection: The City identifies potential leaks through investigation of the water meter upon request of customers. The City's AMI system identifies smaller leaks and allows the City to notify customers of a potential leak within a couple days of the leak starting. 7. Bills Showing Consumption History: The City will continue to provide customer bills showing the previous year's water usage. The City is evaluating AMI customer portal options that will educate customers on their water use, alert them to leaks in real time, and identify opportunities to reduce their peak water use to help the City meet its goal of reducing the MDD:ADD ratio. 8. Water Saving Device Kits: The City will participate in distribution of water use efficiency kits through education events such as speakers' bureaus, theme shows, fairs, and through bill insert request forms. 9. WUE Pricing: The City has an inverted block rate structure for single-family residential customers to encourage WUE. The City will consider WUE in future cost of service/rate studies. Studies will determine the most appropriate water structures and rate levels to achieve the City's WUE goals, while generating sufficient revenues for utility operations. The studies consider uniform rates by class, inverted block rates, seasonal rates, and excess use rates. 10. Water Efficient Toilet Rebate Program: The City will continue to provide rebates to customers that replace old toilets with new high-efficiency toilets through their EPA WaterSense Toilet Rebate program. 11. Low-Flow Shower Heads Giveaways: The City gives away free low-flow shower heads at the Utility Billing Counter. 12. School Outdoor Water Use Reduction: The City will target schools in an effort to reduce their outdoor water consumption. Water audits and education on benefits of replacing inefficient irrigation systems or landscaping (including turf)will be conducted. 13. City Water Use Reduction: The City will audit the water use of City accounts in an effort to identify both indoor and outdoor water saving opportunities. The Water Utility staff will help educate City account holders on WUE; however, no water budget has been allocated to implement water saving devices at City facilities. July 2021 — DRAFT Page 12iof 268 14. Landscape Workshops: The City will seek opportunities to educate homeowners on water saving landscaping. 15. Rainwater Harvesting.: The City will evaluate implementation of a rainwater harvesting (rainwater reclamation) promotion program as a means to reduce irrigation water usage by commercial, public and residential customers. The City Stormwater Utility's requirement to use Low Impact Development (LID) measures, where feasible, strives to keep rainwater on the property, further reducing irrigation demands. WUE measures can result in savings in energy and cost, both for the City and its customers, as described below: • Reduced water use can result in significant customer energy savings because water heaters are the second largest energy users in the home. Hot water use can be reduced almost one-third by cost-effective WUE measures, such as water efficient fixtures and appliances. Significant energy savings can also occur for industrial processes requiring water heating and other power uses. • Efficient landscaping and irrigation techniques save on maintenance costs. • Reductions in water production decrease the energy costs incurred to treat and distribute water and to collect and treat wastewater. Chemical costs are also reduced in water and wastewater operations. • Actions that result in water production cost savings include: — Identification of non-revenue water could result in recovery of unbilled revenue from inaccurate meters and reduced unauthorized water usage (theft). — Leak detection helps prevent major main breaks, which could result in significant repair costs as well as lost water for sale. — Leak detection reduces the City's liability by preventing potential property damage. — Repair and/or replacement of service and source meters allows the City to recover unbilled water revenues. 2.6 Reclaimed Water According to WAC 246-290-100 and the WUE requirements, water systems with over 1,000 connections must collect and evaluate information on reclaimed water opportunities. The City is committed to wastewater reuse and rainwater reclamation. The City monitors opportunities for use of King County's reclaimed water through the City's involvement in the Metropolitan Water Pollution Abatement and Advisory Committee (MWPAAC) and Regional Water Quality Committee. Additionally, the City has completed the King County Water Reclamation Evaluation Checklist (see Appendix J in the 2015 Comprehensive Water Plan). Currently, there are no reclaimed water users in the City. The City considers the most likely users of reclaimed water to be the irrigation customer class. Total irrigation use July 2021 — DRAFT Page 12 of 268 just from dedicated irrigation meters for 2020 was 0.40 million gallons per day. Irrigation from residential customers was significantly more. The City has also identified that it may be possible for three large users to use reclaimed water (Boeing, Emerald Downs, and Supermall/Walmart); however, these users have not confirmed an interest in using reclaimed water and there is not currently a reclaimed water source in the area. The City will implement reclaimed water as a conservation measure and include this savings in the demand projections when specific opportunities arise. The City, in conjunction with King County, may develop projects or consider participation in water reuse projects and programs developed by adjacent jurisdictions and others as appropriate. The efforts may include demonstration or pilot projects developed in accordance with applicable federal, state, and local laws and regulations. 2.7 Budget The City has established a budget for outside expenditures for applicable program measures from 2021-2025, shown in Table 3. Program Measure budgets coincide with the biannual budget. Budgets increase by three to four percent on average over the period. Table 3 2021-2025 Budget for Each Program Measure Measure 2021 2022 2023 2024 2025 1.SchoolOutreach $20,000 $20,000 $22,000 $22,000 $24,000 2.Speakers' Bureau* $1,500 $1,500 $1,550 $1,550 $1,600 3.Program Promotion* $2,000 $2,000 $2,200 $2,200 $2,400 4.Theme Shows/Fairs, 14.Landscape $6,350 $6,350 $6,400 $6,400 $6,450 Workshops 5.Water Audits, 6.Customer Leak Detection, $15,000 $15,000 $16,000 $16,000 $17,000 12.School Outdoor Water Use Reduction, 13.City Water Use Reduction, and 15.Rainwater Harvesting* 7.Bills Showing Consumption History* $2,000 $2,000 $2,200 $2,200 $2,400 8.Water Saving Device Kits $6,000 $6,000 $6,500 $6,500 $7,000 9.Conservation Pricing* $9,000 $9,000 $9,200 $9,200 $9,400 10.Toilet Rebates and 11.Low-flow Shower $5,000 $5,000 $5,500 $5,500 $6,000 Heads Totals $66,850 $66,850 $71,550 $71,550 $78,250 *City labor costs only July 2021 - DRAFT Page 12 of 268 Table 4 shows the City's budget for required WUE measures through the planning period. Table 4 2021-2025 Budget for System Required WUE Measures Measure 2021 2022 2023 2024 2025 Leak Detection & Repair $8,000 $8,000 $8,500 $8,500 $9,000 Large Meter $20,000 $20,000 $22,500 $22,500 $25,000 Test/Repair/Replace Service Line and Meter $150,000 $150,000 $175,000 $175,000 $200,000 Replacement* Totals $178,000 $178,000 $206,000 $206,000 $234,000 `primarily City labor costs 2.8 Public Participation The City publishes its Water Use Efficiency Annual Performance Report on the Water Utility webpage and summarizes it in the Annual Water Quality Report. The report, which is also submitted to DOH, provides the City's DSL, date of most recent public forum, WUE goals, description of progress in reaching goals, and additional information on WUE efforts. The City website provides the last three years of Efficiency Reports allowing customers to compare performance between several years. The City's website also prominently displays its Conservation Promotions, including frequently asked questions and rebate forms, that are also available at the Utility Billing counter. The City has conducted a public process to establish its 2021-2025 WUE Program Effectiveness goals, which are outlined in the next section. A public meeting will be held on August 2, 2021 at 7:00 PM. Public comments were incorporated into the WUE goals, and are in the Appendix. 2.9 2015-2020 WUE Program Effectiveness The City's water use, both on average and peak demand days, has declined. An aggressive WUE Program is likely a major reason for this decline; however, it is difficult to estimate the actual water savings directly resulting from the City's WUE Program because the measures are not directly quantifiable. Measures such as rebates for high-efficiency toilets and low- flow showerheads, do have a direct water savings per device, but the water savings from installation of water saving devices without requests for rebates is impossible to measure. The impacts on customer water use as a result of public education, which is the main focus of the City's WUE Program, is challenging to measure, as the response of each participant varies greatly. 2.9.1 Future Methods for Measuring Program Effectiveness The existing program effectiveness was evaluated using system-wide historical water use data. Future program effectiveness may measure the effectiveness of the City's WUE July 2021 — DRAFT 1 Page 12 of 268 Program based on targeted public education programs to customers in a particular area. This area could be limited to a particular pressure zone, group of neighborhoods, etc., but should be an area for which the City can track water use before and after participation in WUE activities or events. Winter months would provide an estimate on indoor water use, since outdoor water uses, such as irrigation, are kept to a minimum during the winter. Summer months could provide an estimate on total indoor and outdoor water use. The first step would be to establish a baseline from historical information. The second step would be to evaluate the resulting water use after promoting WUE through targeted activities and events to customers in the defined area. AMI wouldprovide additional capabilities to more easily perform these studies. The water use would be tracked for an additional year to identify seasonal trends. Some consideration would need to be given to variations in weather and economic conditions. Another method would be to perform the same before/after water use analysis for WUE Program participants who volunteer and provide their address. The resulting information would be valuable for the City to correlate its WUE Program efforts with direct water savings for its customers. 2.9.2 Cost Savings The WUE Program primarily provides cost savings in two ways. Reducing demand may reduce or delay capital projects for additional supply and expanded distribution infrastructure. Additionally, reducing DSL can provide additional revenue, as well as increase the efficiency of supplying existing water uses. The City has completed a cost analysis of their proposed WUE Program using historical data and projected annual water savings. The City has exceeded its WUE Program goal of five percent water use reduction from 2014 through 2020; the actual reduction was nine percent. However, significant portions of the water use savings may be attributed to the factors other than the WUE Program, such as the economy. To avoid over-estimating cost savings, it was assumed that the WUE Program only achieved its goal of five percent, rather than the 9 percent reduction; this corresponds to savings of 0.4 mgd of ADD from 2014 to 2020. The City will budget approximately $244,850.00 for the WUE Program in 2021. This budget includes both the WUE Program measures ($66,850.00), and the required measures, ($178,000.00). This annual expenditure is budgeted and expended through the City's operation and maintenance budget. Based on the projected 2021 budget and the estimated annual water savings of 0.06 mgd, projected unit cost of water from the City's program for 2021 is estimated to be $0.0112 per gallon on average. It is important to consider the majority of the WUE budget is for service line and meter replacements, which is a key Utility business practice to maintain accurate billing and payment. Without these costs, the estimated cost for each gallon of water saved by the WUE Program is only $0.0031 per gallon on average. Additionally, WUE plays an important role in reducing the need for new supplies and delaying costly distribution system upgrades. July 2021 — DRAFT Page 12'9 of 268 2.10 Projected Water Demand The WUE Program is only applicable to retail customers. Wholesale customer demand is not included in projections. The projected water demand for the Retail Water Service Area with and without WUE for the ADD and the MDD are presented in Table 5. Demands are presented for the 15-year planning period, as well as the Ultimate demand. The planning ERU value of 172 gpd/ERU is expected to be achieved in 2025 based on an annual one percent decrease. No further reductions in demand are projected beyond 2025. Figure 1 is a graphical representation of the data in Table 5. Table 5 Retail ADD & MDD with and without WUE Demand 2020 2021 2022 2023 2024 2025 2035 Ultimate ADD w/o 6.35 6.67 7.00 7.35 7.72 7.84 9.15 11.65 WUE ADD w/WUE 6.26 6.53 6.79 7.06 7.33 7.37 8.07 10.26 Savings 0.09 0.13 0.21 0.29 0.38 0.47 1.08 1.39 % Savings 1% 2% 3% 4% 5% 6% 12% 12% MDD w/o 13.62 13.96 14.31 14.67 15.03 15.32 16.66 21.20 WUE MDD w/WUE 12.80 12.98 13.16 13.35 13.53 13.63 13.88 17.67 Savings 0.82 0.98 1.14 1.32 1.50 1.69 2.78 3.53 % Savings 6% 7% 8% 9% 10% 11% 17% 17% July 2021 - DRAFT 1 Page 12 of 268 Figure i ❑emand Reductions from Water Use Efficiency Program 18.00 16.00 14.00 12.00 rn E io.00 fp 8.00 41 6.00 4.00 2.00 0.00 2020 2021 2022 2023 2024 2025 2035 Year ADD w/o WUE ADD w/WUE MDD w/o WUE MDD w/WUE As shown in the table, WUE measures are projected to result in an average day reduction in retail demand of 1.08 mgd by 2035, representing a reduction of approximately 12 percent. A reduction of 0.47 mgd (6percent) is projected by 2025. As shown in the table, WUE measures are projected to result in a reduction in retail MDD of 1.69 mgd (11 percent) by 2025, and approximately 2.78 mgd (17 percent) by the year 2035. 2.11 Summary of Water Use Efficiency Program The City's WUE Program provides for efficient water use and supports continued growth. This program fulfills all the necessary requirements of DOH. The selected program measures will allow the City to meet its WUE goals, resulting in decreased water demand. Measures are interrelated and will help the City achieve its goals to both reduce average water use and peak water use per customer. Public education measures (showing water use in bills, workshops, school outreach, fairs/trade shows, etc.)will continue to be a main focus of the WUE Program to increase customer awareness and knowledge of WUE opportunities. Public education is needed to support the City's other WUE measures and to support reductions in both average and peak water use. Continued appliance rebates and July 2021 — DRAFT 13 Page 129 of 268 shower head give-away help customers implement what is learned in the public education campaign. With the implementation of AMI, it is expected that the City and customers will be able to identify substantially more water loss reduction opportunities than previously possible. Therefore, customer and City leak detection and water audits may have a prominent role in the 2021-2025 WUE Program. The increased water loss reduction activities are expected to support reducing average water use. The program will also continue to provide financial disincentives for excessive water use through metering and WUE pricing. This aspect of the program is likely to help reduce peak water usage further. These measures will result in the City being able to achieve its WUE goals, which results in reduced demand. In conclusion, the City will maintain the target water use efficiency goal of one percent reduction per year in the planning ERU value from 179 gpd per ERU to 172 gpd per ERU by 2025. Additionally, it is the City's goal to reduce the MDD/ADD peaking factor from 1.85 to 1.72. The goals will be reached through implementation of the proposed program measures. July 2021 — DRAFT 14 Page 130 of 268 Page 131 of 268 _00101:::;000 CITY OF * Au B uiRN WASHINGTON ENGINEERING DESIGN STANDARDS January 6, 2021 City of Auburn Community Development & Public Works Departments 25 West Main Street Auburn, WA 98001-4998 Approved BY: ��• R 01/12/2021 Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer Issued January 2021 City of Auburn Engineering Design Standards Page 1 Page 132 of 268 TABLE OF CONTENTS 1 General Information 11 1.00 Preface 11 1.01 Definitions 11 1.02 Contact Information 18 1.03 City Reference Material 18 1.03.01 City of Auburn Surface Water Management Manual (SWMM) 18 1.03.02 City of Auburn Engineering Construction Standards Manual 18 1.03.03 Planning Documents 19 1.03.04 Informational Handouts 19 1.03.05 Additional Technical Information 19 1.03.06 Other Reference Material 19 1.04 Deviation from Standards 20 1.04.01 General Deviations 20 1.04.02 Surface Water Management Manual (SWMM) Deviations 21 1.05 Appeal of City Engineer's Decision 21 1.06 Changes to Standards 21 1.07 Downtown Sidewalk Design Guidelines 22 1.07.01 Applicability 22 1.07.02 Downtown Sidewalks 23 1.07.03 Street Corners 24 1.07.04 Street Trees in Grates 25 1.07.05 Pedestrian Crosswalks 25 1.07.06 Lighting and Traffic Signals 26 2 Plan Approval Process 27 2.00 Preface 27 2.01 Types of Plans 27 2.01.01 Grading Plans 27 2.01.02 Building Site Plans 27 2.01.03 Public Facility Extension (FAC) Plans 27 2.01.04 Other Plans 27 Issued January 2021 City of Auburn Engineering Design Standards Page 2 Page 133 of 268 2.02 Review and Approval Process 28 2.02.01 Submittals 28 2.02.02 City Review 29 2.02.03 Plan Approval 29 2.02.04 Project Close Out 30 3 Plan Preparation Requirements 32 3.00 Preface 32 3.01 General Requirements 32 3.02 Plan Format 32 3.03 General Plan Requirements 34 3.03.01 Standard Plan Format 34 3.03.02 Drafting Standards 34 3.04 Plan Sheet Elements 35 3.04.01 Cover Sheet 35 3.04.02 Temporary Erosion and Sediment Control (TESC) Plan Sheet 36 3.04.03 Grading and Private Storm Drainage Plan Sheet 37 3.04.04 Cross-Section Sheet 38 3.04.05 Detail Sheet 38 3.04.06 Public Storm Drainage Plan Sheet 39 3.04.07 Utility Plan Sheets 40 3.04.08 Utility Profile Sheet 42 3.04.09 Public Street Plan and Profile Sheet 43 3.04.10 Site and Landscape Plan Sheet 49 3.04.11 Site Irrigation Plan sheet 50 3.04.12 Critical Area Restoration/Mitigation 50 3.04.13 Phasing Plans 50 Appendix A—Approval Blocks 52 Appendix B—Standard Notes 53 Appendix C—Deviations 58 Appendix D—Survey Standards 59 Appendix E—Minor Grading Permit Criteria 61 Appendix F—AutoCAD Layers Standards 62 Issued January 2021 City of Auburn Engineering Design Standards Page 3 Page 134 of 268 4 Report Preparation Requirements 64 4.00 Preface 64 4.01 General Requirements 64 4.02 Report Types and Requirements 64 4.02.01 Geotechnical Reports 64 4.02.02 Stormwater Site Plan Report 65 4.02.03 Critical Area Report 65 4.02.04 Traffic Impact Analysis 66 4.02.05 Construction Stormwater Pollution Prevention Plan (SWPPP) 66 4.02.06 Other Reports 66 5 TESC, Clearing and Grading 67 5.00 Preface 67 5.01 TESC Design Criteria 67 5.01.01 Temporary Erosion and Sediment Control (TESC) 67 5.01.02 Temporary Sedimentation Systems 67 5.01.03 Construction SWPPP 67 5.02 Land Clearing 67 5.03 Grading 67 5.03.01 Purpose 67 5.03.02 Excavations 68 5.03.03 Fills 68 5.04 Retaining Walls 69 5.04.01 Underdrains 69 5.04.02 Rock Walls 70 5.04.03 Block Retaining Walls 70 5.04.04 Reinforced Concrete Walls 70 5.04.05 Mechanically Stabilized Earth Walls (MSE Walls) 70 5.05 Construction Sequence 71 5.05.01 Requirements 71 6 Storm Drainage Facilities 72 6.00 Preface 72 6.01 SWMM Requirements 72 Issued January 2021 City of Auburn Engineering Design Standards Page 4 Page 135 of 268 6.02 Additional Requirements 74 6.02.01 Storm Drainage Pipes and Structures 74 7 Water Facilities 75 7.00 Preface 75 7.01 Water Mains 75 7.01.01 Water Main Sizing 75 7.01.02 Water Main Location 76 7.01.03 Water Main Fittings 76 7.02 Water Services 77 7.02.01 Domestic Services 77 7.02.02 Other Services 78 7.03 Water Valves 79 7.03.01 Water Valve Sizing 79 7.03.02 Water Valve Location 79 7.04 Cross Connection Control 79 7.04.01 Domestic Services 80 7.04.02 Irrigation Services 80 7.04.03 Fire Line Connections 80 7.04.04 General 80 7.05 Pressure Reducing Stations 81 7.06 Fire Systems 81 7.06.01 Fire Hydrant Assemblies 81 7.06.02 Fire Sprinkler Systems 82 7.06.03 Fire Flows 83 7.06.04 Fire Authority and Hydrant Access 84 7.07 Public Water Utility Easements 84 8 Sanitary Sewer Facilities 85 8.00 Preface 85 8.01 Sanitary Sewer Mains 85 8.01.01 Sanitary Sewer Main Sizing/Slope 85 8.01.02 Sanitary Sewer Main Location 86 8.01.03 Material Requirements for Sanitary Sewer Systems 87 Issued January 2021 City of Auburn Engineering Design Standards Page 5 Page 136 of 268 8.02 Sanitary Sewer Manholes 88 8.02.01 Sanitary Sewer Manhole Type and Size 88 8.02.02 Sanitary Sewer Manhole Locations 89 8.02.03 Sanitary Sewer Manhole Parameters 90 8.03 Side Sewers 90 8.04 Oil/Water Separators 92 8.05 Pressurized Sewer Systems 93 8.06 Sanitary Sewer Meters 93 8.07 Public Sanitary Sewer Utility Easements 94 9 Facilities in the Right of Way 95 9.0 Preface 95 9.01 Franchise/Public Way Agreement Requirement 95 9.02 Construction Permit Requirement 95 9.03 Underground Facilities 95 9.03.01 Design Criteria 95 9.03.02 Perpendicular Asphalt Trenching and Restoration Requirements 96 9.03.03 Longitudinal Trenching in Asphalt Pavement 97 9.03.04 Trenching in Cement Concrete Pavement 98 9.03.05 Trenching in Other Right-of-Way Surfaces 98 9.04 Aboveground Facilities 98 9.05 Building and Structure Related Facilities 99 9.06 Small Wireless Facilities 99 9.06.01 General Requirements 99 9.06.02 Attachments to City Facilities 100 9.06.03 General Pole Requirements 100 9.06.04 Wiring and Conduit 101 9.06.05 Concealment 101 9.06.06 Pole Mounted Antennas and Equipment 101 9.06.07 Non-Pole Mounted Equipment 102 9.06.08 Strand Mounted Small Wireless Facilities 102 10 Streets 103 10.00 Required Public Street Improvements 103 Issued January 2021 City of Auburn Engineering Design Standards Page 6 Page 137 of 268 10.00.01 Half-Street Improvements 103 10.00.02 Additional Improvements 104 10.01 Street Classification and Street Layout 104 10.01.01 Arterials 105 10.01.02 Collectors 108 10.01.03 Local Streets 110 10.01.04 Alleys 115 10.01.05 Private Access Roads on Access Tracts or Easements (Shared Driveways) 116 10.01.06 Private Street 117 10.01.07 Cul-de-sacs 118 10.02 Street Geometry 118 10.02.01 Horizontal Curves 118 10.02.02 Reverse Curves 119 10.02.03 Superelevations 119 10.02.04 Vertical Grades 119 10.02.05 Vertical Curves 119 10.02.06 Cross Slopes 119 10.02.07 Posted and Design Speed 120 10.02.08 Right of Way 120 10.02.09 Sight Distance 120 10.03 Roadway Width (Travel Way) 121 10.03.01 Inside Through Lanes and Curb Lanes 121 10.03.02 Center Turn Lanes 121 10.03.03 Other Lanes 121 10.03.04 Road Edge 122 10.03.05 On-Street Parking 122 10.04 Roadway Intersections 123 10.04.01 Intersection Spacing 123 10.04.02 Horizontal Approach Angle 124 10.04.03 Intersection Approach Offsets 124 10.04.04 Curb and Right-of-Way Radius 124 10.04.05 Landing Approach 124 Issued January 2021 City of Auburn Engineering Design Standards Page 7 Page 138 of 268 10.05 Driveways 125 10.05.01 Driveway Classifications 125 10.05.02 Driveway Locations 126 10.05.03 Driveway Lay Out 128 10.05.04 Driveway Alignment (Horizontal and Vertical) 129 10.05.05 Driveway Widths 129 10.05.06 Restricted Access Driveways 129 10.06 Sidewalks 129 10.06.01 Sidewalk Widths 130 10.06.02 Meandering Sidewalks 130 10.06.03 Accessibility 130 10.06.04 Curb Ramps 130 10.07 Bikeways 131 10.07.01 Class I Bikeway 131 10.07.02 Class II Bikeway 131 10.07.03 Class III Bikeway 132 10.07.04 Class IV Bikeway 132 10.07.05 Bikeways at Railroad Crossings 132 10.07.06 Bikeways at Roundabouts 132 10.07.07 Bikeways at Signalized Intersections 132 10.07.08 Bikeways at Un-signalized Intersections 133 10.07.09 Bikeway Pavement Markings, Signing, and Striping 133 10.08 Pavement Design 133 10.08.01 Simplified Pavement Design 133 10.08.02 AASHTO Pavement Design 135 10.08.03 Pavement Design Report 136 10.08.04 Permeable Pavements for Roads,Access Tracts, and Shared Driveways 136 10.08.05 Pavement Surface Restoration and Preservation 137 10.09 Street Landscaping 137 10.09.01 Landscape Strips 137 10.09.02 Street Trees 138 10.09.03 Ground Cover Planting 142 Issued January 2021 City of Auburn Engineering Design Standards Page 8 Page 139 of 268 10.09.04 Planting Methods and Maintenance 143 10.09.05 Establishment Period 143 10.09.06 Irrigation Systems 143 10.10 Mailboxes 144 10.10.01 Mailbox Locations 144 10.10.02 Mailbox Installation 144 10.11 Illumination 144 10.11.01 General 144 10.11.02 Design 144 10.11.03 Lighting Design Schedule 145 10.11.04 Luminaries 145 10.11.05 Light Standards 146 10.11.06 Light Standards Foundations 146 10.11.07 Service Cabinet, Foundation, Conduit 146 10.11.08 Junction Boxes 146 10.12 Survey Monuments 147 10.13 Guardrail 147 10.14 Bollards 147 10.15 Bus Transit Facilities 147 10.15.01 Bus Stops Locations 148 10.15.02 Bus Stops Features 148 10.15.03 Bus Pullout Lanes 148 10.16 Traffic Control Devices 149 10.16.01 Median Islands 149 10.16.02 Mountable Curbs 150 10.16.03 "Pork Chop" Islands 150 10.16.04 Signage 150 10.16.05 Crosswalks 150 10.16.06 Left and Right Turn Lane Channelization 152 10.16.07 Lane Division 152 10.16.08 Painted Islands 152 10.16.09 Two-way Left-turn Lanes 152 Issued January 2021 City of Auburn Engineering Design Standards Page 9 Page 140 of 268 10.16.10 Other Pavement Markings 153 10.16.11 Construction Area Temporary Traffic Control 153 10.16.12 Roadway Barricades 153 10.16.13 Traffic Signals 153 10.17 Traffic Impact Analysis 154 10.17.01 When Traffic Impact Analyses are Required 154 10.17.02 Elements of a Traffic Impact Analysis 154 10.17.03 Special Uses 155 10.17.04 Mitigation Identification 155 10.17.05 Recommendations 155 10.17.06 Area Circulation Plan 156 10.18 Clear Zone—Lateral Separation 156 11 City Telecommunication Utility 159 11.00 Preface 159 11.01 Design Criteria 159 11.01.01 Conduits 159 11.01.02 Splice Vaults and Pull Boxes 159 Issued January 2021 City of Auburn Engineering Design Standards Page 10 Page 141 of 268 7 Water Facilities 7.00 Preface The design and construction of Public 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 Engineering Services 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 Unless otherwise approved by the City Engineer, all water mains shall be constructed using Special Class 52 Cement Lined Ductile Iron Pipe having standard asphaltic coating on the exterior and cement—mortar lining on the interior. 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 City of Auburn's Construction Standards manual (latest edition)for the most current information on these requirements. The design of water mains shall meet the requirements in the following subsections: 7.01.01 Water Main Sizing Public water mains shall be sized using the following criteria: A. New water mains shall be sized, as indicated in the City's current Comprehensive Water Plan. For lines not specified in the plan, the mains shall be sized as described in this subsection. B. Water mains in single-family residential areas shall be a minimum of 8 inches in diameter. C. Water mains in multi-family residential and non-residential areas shall be a minimum of 12 inches in diameter. Onsite water main loops, with no possibility of future extension as determined by the City Engineer, serving two or less fire hydrants with no fire line connection may be reduced to a minimum diameter of 8 inches. D. Water mains shall be looped to provide a minimum of two separate connection points to the existing water system, with sufficient valves so that water can be Issued January 2021 City of Auburn Engineering Design Standards Page 75 Page 142 of 268 delivered through either connection point independent of the other, except where determined to be not feasible by the City Engineer. Such looping will provide more reliable service and water movement through the distribution system. E. Water mains shall be sized under fire flow conditions, so that flow velocity shall not exceed 8 feet per second in distribution mains or 5 feet per second in transmission mains. F. Exceptions to the minimum diameter allowed may be made in small cul-de-sacs and in areas where looping of a main is determined to be not feasible. In these cases, the main may be a minimum of 4 inches in diameter after the last fire hydrant connection. If a conflict arises between two or more of these criteria, the water main shall be designed using the largest pipe diameter required. 7.01.02 Water Main Location A. Water mains shall be installed with no less than 42 inches and no more than 72 inches of finished cover. B. Water mains shall be located in the public right-of-way or within a public water utility easement. Water mains located in the public right-of-way shall meet the requirements of Section 9.03. C. Water mains shall be located a minimum horizontal distance of 10 feet from buildings and sanitary sewer mains and a minimum horizontal distance of 5 feet from all other utilities. The minimum separation distance is measured from the outside wall of each pipe. D. At crossings between utilities, water mains shall be located a minimum vertical distance of 18 inches above sanitary sewer mains and a minimum vertical distance of 12 inches from all other underground utilities, and shall be in conformance with the applicable sections of the State of Washington Department of Ecology's "Criteria for Sewage Works Design" manual (DOE Manual) unless modified herein. E. Water mains shall be extended through the full width of the property to be served. Where deemed appropriate by the City Engineer, provisions shall be made for looping all existing and new dead-end mains associated with the project. If, at the time of project approval this is not feasible, an easement shall be provided and the main extended to the adjacent property line or right-of-way for future looping of the dead-end main. F. When the potential exists to serve adjacent properties,water 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 as necessary to serve the adjacent properties, as determined by the City. 7.01.03 Water Main Fittings A. Blowoffs (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. Blowoffs 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 Issued January 2021 City of Auburn Engineering Design Standards Page 76 Page 143 of 268 or less)where the water main dips under other utilities. Blowoffs 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/vacuum release 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 release valves shall be placed within a level clear area within the right-of-way or easement and be easily accessible to the City. C. All bends shall have mechanical or flanged joints and concrete thrust blocking (See City of Auburn Standard Detail W-01). The City may require restrained joints in lieu of thrust blocking in special conditions. D. Tees shall have flanged joints unless there is no valve against the Tee, in which case the Tee may be flanged or mechanical. Tees shall include concrete thrust blocking (See City of Auburn Standard Detail W-01). When connecting to an existing public 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. 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 in writing 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 less. 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 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 include and 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 are defined as any service that connects directly to plumbing within a structure and is used for drinking, cooking, washing, and other standard uses of potable water. 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 in writing by the City Engineer or designee. B. Installation of corporation stops, water services, and meters shall be per City of Auburn Standard Details. The City may, at the City's option, install services from public water mains to the meter in existing rights-of-way and easements. The Issued January 2021 City of Auburn Engineering Design Standards Page 77 Page 144 of 268 developer/contractor will install and/or replace all applicable services when installing new water mains required for the project. The City will furnish and install the meter for services of 2 inches and smaller. C. Water meters of 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 read device. D. Water meters shall be located in a level unobstructed area not subject to vehicular parking or travel, and as close to the City main as possible with the distance not to exceed 50 feet. E. Residential sites shall have water meters placed in landscape strips within the right-of-way, set 2 inches above the finished grade including landscaping and mulch. If no areas are available in the right-of-way that are not subject to vehicle parking or traffic, water meters may be placed outside the right-of-way in public water utility easements. F. 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 is not practical. G. 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 sidewalk such that the edge of the meter box closest to the roadway is no closer than 6-inches to the adjacent edge of sidewalk. A minimum of 2 inches shall be maintained between meters boxes. H. 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, supporting documentation of the meter size selection provided to the City. The length of the service between the meter and the structure shall not exceed 300 feet. I. When installing multiple services to a public main, a minimum spacing of 2 feet shall be used between corporation stops, a minimum spacing of 5 feet shall be used between corporation stops and tapping tees, and a minimum spacing of 5 feet shall be used between tapping tees on existing ductile iron mains and 10 feet on all other types of existing water main materials. J. Domestic water services shall be connected to a looped distribution main unless otherwise approved by the City. 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 7.06.02. C. Cross connection control devices shall be installed per Section 7.04. Issued January 2021 City of Auburn Engineering Design Standards Page 78 Page 145 of 268 7.02.03 Service Abandonment Services shall be abandoned when properties are redeveloped and existing meters 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 meet the following additional requirements: See City of Auburn Standard Details W-17 through W-19 for valve box and extensions 7.03.01 Water Valve Sizing 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 require the valve to be turned with a gear to maintain minimum cover. 7.03.02 Water Valve Location A. Water valves shall be installed along the water mains 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. E. 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. F. 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 W25. 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. Issued January 2021 City of Auburn Engineering Design Standards Page 79 Page 146 of 268 7.04.01 Domestic Services A. 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. 1) 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. 2) 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. 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 Engineer, which may include a Reduced Pressure Backflow Assembly (RPBA) per City of Auburn Standard Detail W-22. B. The backflow prevention assembly shall be installed adjacent to the meter. 7.04.03 Fire Line Connections A. 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 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. B. The backflow prevention assembly shall be located in the building riser room. 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. Issued January 2021 City of Auburn Engineering Design Standards Page 80 Page 147 of 268 C. A DCVA located inside the building shall be installed per City of Auburn Standard Detail W-25. 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 Pressure Reducing Stations A Pressure Reducing Station shall be installed as required between pressure zones to maintain adequate pressure in the water system. Isolation valves are required upstream and downstream of the station. Contact the City Water Utility Engineer for specific requirements, when applicable. Water system design shall be done so as to minimize the number of pressure reducing stations necessary. 7.06 Fire Systems 7.06.01 Fire Hydrant Assemblies See City of Auburn Standard Details W-07 &W-08. Fire Hydrant Assemblies shall meet the following requirements: A. Fire hydrant assemblies shall conform to the standard details listed above. B. Fire hydrant service lines shall be installed at right angles to 8 inch minimum diameter supply mains. C. 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 60 inches. D. 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. 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). E. Fire hydrants shall be provided with two 2% inch National Standard Thread (NST)hose ports and one 4%inch NST by 5 inch hose port with a Storz adapter and cap. F. 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. Issued January 2021 City of Auburn Engineering Design Standards Page 81 Page 148 of 268 G. 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. H. 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. I. The maximum distance allowed from any part of a single-family residential structure to the closest fire hydrant is 450 feet. J. 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 hydrant assembly or with building fire flow over 2500 gpm, shall require on-site fire hydrant assemblies. These hydrants shall be served by a public water main that loops around the building, or complex of buildings, and reconnects back to a distribution supply main. }. - •, 5 4 5 1y C{5`,s',y1 41� II BUILDING .1rn k � } k � x � x { ACCESS ROAD 7.06.02 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 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. Issued January 2021 City of Auburn Engineering Design Standards Page 82 Page 149 of 268 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. 7.06.03 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. The developer shall provide information to the City to define the building specific fire flow requirements. If the building specific fire flow requirements are greater than the minimums listed below, facilities shall be designed to meet the greater requirement. The minimum fire flow requirements within Auburn Water Service areas are: 1) Single Family Residential: 1,500 GPM @ 2 Hours 2) Industrial/Commercial/Multi-Family: 2,500 GPM @ 3 Hours 3) 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. Issued January 2021 City of Auburn Engineering Design Standards Page 83 Page 150 of 268 If off-site water system improvements are necessary to meet these requirements, the Developer shall be responsible for said improvements. 7.06.04 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 13'/2 feet and capable of supporting 75,000 lbs gross vehicle weight. B. For 20 feet wide roadways, turns in the access shall be designed using a minimum inside radius of 28 feet and a minimum outside radius of 48 feet. The City can provide a turning template for any situation beyond this. 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. 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 greater than 150 feet in length from the face of curb or the edge of the existing asphalt to a location where a single family home has all portions of the building no more than 150 feet, as measured by an unobstructed route around the exterior of the building,shall have an 18 foot wide driveway apron and a minimum 20 foot wide paved surface. 7.07 Public Water Utility Easements Public Water Utility Easements are required for the placement, operation, and maintenance of water facilities upon private property. Public Water Utility Easements shall meet the following requirements: A. Public Water Utility Easements shall extend a minimum of 7%feet to each side of the centerline of the main and all water appurtenances. Easements shall extend a minimum of 7%feet either side of the vault walls of pressure reducing stations. Additional easement area may be required for facilities constructed in areas of steep terrain or at greater depths. B. Public Water Utility Easements shall be provided on the City's standard easement form. 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 licensed land surveyor and incorporated into the easement form as exhibits. The legal descriptions and sketch shall be on plain bond paper with margins acceptable to the County of recording. C. Public Water Utility Easements shall be reviewed by the City and then recorded in the appropriate County prior to acceptance of the public water main. Issued January 2021 City of Auburn Engineering Design Standards Page 84 Page 151 of 268 CITY OF Au u RN_ WASH INGTON ENGINEERING CONSTRUCTION STANDARDS COMPRISED OF PART 1 : SPECIAL PROVISIONS PART 2: STANDARD DETAILS January 6, 2021 City of Auburn Engineering Services Community Development & Public Works Departments 25 West Main Street Auburn, WA 98001-4998 Approved By: 01/04/2021 Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer Issued January 2021 City of Auburn pge 152 of 268 Engineering Construction Standards Intro, Pag2 � DIVISION 1: GENERAL REQUIRMENTS PREFACE FOR THE CITY OF AUBURN ENGINEERING CONSTRUCTION STANDARDS Grading, Utility, Street and other civil construction work within the City of Auburn shall utilize the 2021 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (English Version) as supplemented and amended by the City of Auburn Special Provisions contained within Part 1 of this document and the applicable and most current published version of City of Auburn Standard Details and Washington State Department of Transportation (WSDOT) Standard Plans for Road and Bridge Construction as included or referenced in Part 2 of this document. Contractors are required to have the City of Auburn Engineering Construction Standards (Parts 1 and 2) and the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction available at the job site during construction. Contractors must also have a copy of all City of Auburn Standard Details and WSDOT Standard Plans that are referenced in the Plans available at the job site during construction. WSDOT Standard Plans and Specifications are available at a nominal charge from the Washington State Department of Transportation at Engineering Publications: Washington State Department of Transportation, Engineering Publications, PO Box 47304, Olympia, WA 98504, or at (360)705-7431, or at http://www.wsdot.wa.gov/Publications/Manuals/PriceList.htm. The City of Auburn Engineering Construction Standards are available online at: http://www.auburnwa.gov/doing business/public works/publications forms.htm It is the responsibility of the user to obtain the most current version and any associated revisions from the City of Auburn. All references within the Engineering Construction Standards to measurement, payment or contractual obligations between the city and the contractor are in reference to a public contract and are not applicable to development projects In case of conflict between the various elements of the Engineering Construction Standards, refer to Section 1-04.2 (Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda) of this document for order of precedence. Issued January 2021 City of Auburn Engineering Construction Standards Page 2 Page 153 of 268 TABLE OF CONTENTS DIVISION 1 General Requirements 1-1 1-01 Definitions and Terms 1-1 Standard Details 1-3 Standard Plans 1-3 1-04.11 Final Cleanup 1-4 1-05 Control of Work 1-4 1-05.7 Removal of Defective and Unauthorized Work 1-4 1-05.10 Guarantees 1-5 1-05.11 Final Inspection 1-5 1-05.11 Final Inspections and Operational Testing 1-5 1-05.11(2) Final Inspection and Physical Completion Date 1-5 1-05.11(3) Operational Testing 1-6 1-05.12 Final Acceptance 1-6 1-05.17 Oral Agreements 1-7 1-05.18 Construction Record Drawings 1-7 1-06 Control of Material 1-11 1-06.1 Approval of Materials Prior to Use 1-11 1-06.1(2) Request for Approval of Material (RAM) 1-11 1-06.6 Recycled Materials 1-12 1-07 Legal Relations and Responsibilities to the Public 1-12 1-07.1 Laws to be Observed 1-12 1-07.2 State Taxes 1-13 1-07.5(7) City of Auburn Requirements 1-13 1-07.6 Permits and Licenses 1-13 1-07.11(2) Contractual Requirements 1-13 1-07.13(2) Relief of Responsibility for Completed Work 1-13 1-07.13(3) Relief of Responsibility for Damage by Public Traffic 1-14 1-07.15 Temporary Water Pollution Prevention 1-14 Issued January 2021 City of Auburn Page 154 of 268 Engineering Construction Standards Page 3 1-07.16 Protection and Restoration of Property 1-14 1-07.16(1)A Protection and Restoration of Existing Markers and Monuments 1-15 1-07.16(2) Vegetation Protection and Restoration 1-15 1-07.17 Utilities and Similar Facilities 1-15 1-07.17(1)A Disruptions to City Water Services 1-16 1-07.17(1)B(1)Utility Potholing 1-16 1-07.17(2) Utility Construction, Removal, or Relocation by Others 1-17 1-07.18 Public Liability and Property Damage Insurance 1-17 1-07.18(1) General Requirements 1-17 1-07.18(2) Additional Insured 1-18 1-07.18(3) Subcontractors 1-18 1-07.18(4) Verification of Coverage 1-19 1-07.18(5) Coverages and Limits 1-19 1-07.18(5)A Commercial General Liability 1-19 1-07.18(5)B Automobile Liability 1-20 1-07.18(5)C Workers' Compensation 1-20 1-07.18(5)D Excess or Umbrella Liability 1-20 1-07.18(5)E LHWCA Insurance 1-21 1-07.18(5)J Pollution Liability 1-21 1-07.23 Public Convenience and Safety 1-21 1-07.23(1) Construction Under Traffic 1-21 1-07.23(1)A Dust and Mud Control and Street Cleaning 1-22 1-07.23(1)B Daily Cleanup and Maintenance Items 1-22 1-07.23(2) Construction and Maintenance of Detours 1-23 1-07.24 Rights of Way 1-24 1-07.28 Haul Routes 1-25 1-08 Prosecution and Progress 1-25 1-08.0 Preliminary Matters 1-25 1-08.0(1) Preconstruction Conference 1-25 1-08.0(2) Hours of Work 1-26 1-08.4 Notice to Proceed and Prosecution of the Work 1-26 1-10 Temporary Traffic Control 1-26 1-10.1 General 1-26 Issued January 2021 City of Auburn Engineering Construction Standards Page 4 Page 155 of 268 1-10.2 Traffic Control Management 1-27 1-10.2(2) Traffic Control Plans 1-27 1-10.3(1)Traffic Control Labor 1-27 1-10.3(1)B Other Traffic Control Labor 1-27 1-10.3(3)A Construction Signs 1-27 1-10.3(3)L Temporary Signage for Roadway Traffic Revisions 1-28 DIVISION 2 Earthwork 2-1 2-01 Clearing, Grubbing and Roadside Cleanup 2-1 2-01.1 Description 2-1 2-01.2 Disposal of Usable Material and Debris 2-1 2-01.2(1) Disposal Method No. 1 — Open Burning 2-1 2-01.2(3) Disposal Method No. 3 - Chipping 2-1 2-01.3 Construction Requirements 2-1 2-02 Removal of Structures and Obstructions 2-2 2-02.3 Construction Requirements 2-2 2-02.3(2) Removal of Bridges, Box Culverts, and other Drainage Structures 2-2 2-02.3(4)A Remove and Reset Fencing 2-2 2-02.3(4)B Remove and Reset Private Signs 2-2 2-02.3(4)C Remove and Reset Private Luminaires 2-3 2-02.3(5) Salvage 2-3 2-03 Roadway Excavation And Embankment 2-3 2-03.3 Construction Requirements 2-3 2-03.3(3) Excavation Below Subgrade 2-3 2-03.3(7) Disposal of Surplus Material 2-4 2-03.3(7)C Contractor-Provided Disposal Site 2-4 2-03.3(14) Embankment Construction 2-4 2-04 Haul 2-4 2-04.2 Hauling on other than City Streets 2-4 2-06 Subgrade Preparation 2-4 2-06.3(1) Subgrade for Surfacing 2-4 2-06.3(3) Subgrade for Permeable Pavements 2-5 Issued January 2021 City of Auburn Engineering Construction Standards Page 5 Page 156 of 268 2-07 Watering 2-5 2-07.3 Construction Requirements 2-5 2-07.4(1) Water from City Hydrants 2-5 DIVISION 3 Aggregate Production and Acceptance 3-1 DIVISION 4 Bases 4-1 DIVISION 5 Surface Treatments and Pavements Bases 5-1 5-03 Non-Woven Fabric for Pavement Overlays 5-1 5-03.1 Description 5-1 5-03.2 Materials 5-1 5-03.3 Construction Requirements 5-1 5-04 Hot Mix Asphalt 5-3 5-05 Cement Concrete Pavement 5-34 5-05.3(1) Concrete Mix Design for Paving 5-34 5-05.3(8) Joints 5-35 5-05.3(8)D Isolation Joints 5-35 5-05.3(8)E Sealing through Joints 5-36 5-05.3(9) Integral Cement Concrete Curb on New Pavement 5-36 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars 5-36 5-05.3(23) Cement Concrete Pavement for Alley 5-37 5-05.3(23)A Pavement and Alley Requirements 5-37 5-05.3(23)B Extra Concrete for Alley Approach Ramp 5-37 5-06 Pervious Concrete Pavement 5-37 5-06.1 Description 5-37 5-06.2 Materials 5-37 5-06.3 Construction Requirements 5-38 5-06.3(1) Pervious Concrete Construction Meeting 5-38 5-06.3(2) Pervious Concrete Mix Design 5-39 5-06.3(2)A Mix Design Criteria 5-39 5-06.3(2)B Job Mix Formula (JMF) 5-39 5-06.3(3) Submittals 5-39 5-06.3(4) Equipment 5-40 Issued January 2021 City of Auburn Engineering Construction Standards Page 6 Page 157 of 268 5-06.3(4)A Batching Plant and Equipment 5-40 5-06.3(4)B Mixer Trucks 5-40 5-06.3(4)C Side Forms 5-40 5-06.3(4)D Finishing Equipment 5-41 5-06.3(5) Measuring and Batching Materials 5-41 5-06.3(6) Acceptance 5-41 5-06.3(6)A Infiltration Rate of Placed Pavement 5-42 5-06.3(7) Rejection 5-42 5-06.3(8) Mixing Pervious Concrete 5-43 5-06.3(8)A Limitations of Mixing Pervious Concrete 5-43 5-06.3(9) Subgrade Preparation And Base 5-43 5-06.3(10) Placing, Spreading, Finishing, Edging, Tolerances, and Curing 5-43 5-06.3(10)A Contractor's Qualifications 5-44 5-06.3(10)B Test Panel 5-44 5-06.3(11) Joints 5-45 5-06.3(11)A Construction Joints 5-45 5-06.3(11)B Contraction Joints 5-45 5-06.3(11)C Isolation Joints 5-45 5-06.3(12) Cold Weather Work 5-46 5-06.3(13) Protection of Pervious Concrete Pavement 5-46 5-07 Textured Asphalt 5-47 5-07.1 Description 5-47 5-07.2 Materials 5-47 5-07.2(1) Coating Material 5-47 5-07.2(2) Colorant 5-47 5-07.3 Construction Requirements 5-47 5-07.3(1) Textured Asphalt Terms 5-48 5-07.3(2) Certification 5-48 5-07.3(3) Equipment 5-48 5-07.3(3)A Templates 5-48 5-07.3(3)B Reciprocating Infra-Red Heater 5-49 5-07.3(3)C Vibratory Plate Compactor 5-49 5-07.3(3)D Spray Equipment 5-49 Issued January 2021 City of Auburn Engineering Construction Standards Page 7 Page 158 of 268 5-07.3(4) Construction 5-49 5-07.3(4)A Surface Preparation Prior to Coating 5-49 5-07.3(4)B Layout and Imprinting 5-49 5-07.3(4)C Heating of Asphalt 5-49 5-07.3(4)D Sample Area 5-49 5-07.3(4)E Coating Installation 5-50 5-07.3(5) Quality Control 5-50 5-07.3(5)A General 5-50 5-07.3(5)B Stamping Depth 5-50 5-07.3(5)C Coating Thickness 5-50 5-07.3(5)D Protection of Existing Pavement Markings 5-50 5-08 Stamped Colored Cement Concrete 5-51 5-08.1 Description 5-51 5-08.2 Materials 5-51 5-08.3 Construction Requirements 5-52 5-08.3(1) Stamping 5-53 5-09 Slurry Seal Surface Treatment 5-53 5-09.1 Description 5-53 5-09.1(1) Applicable Specifications 5-53 5-09.2 Materials 5-54 5-09.2(1) Asphalt Emulsion 5-54 5-09.2(2) Aggregate 5-54 5-09.2(3) Water 5-54 5-09.2(4) Laboratory Testing 5-54 5-09.2(5) Stockpiling Of Aggregates 5-55 5-09.2(6) Storage 5-55 5-09.2(7) Sampling 5-55 5-09.2(8) Verification 5-55 5-09.3 Construction Requirements 5-55 5-09.3(1) Equipment 5-55 5-09.3(1)A Slurry Mixing Equipment 5-56 5-09.3(1)B Slurry Spreading Equipment 5-56 Issued January 2021 City of Auburn Engineering Construction Standards Page 8 Page 159 of 268 5-09.3(1)C Cleaning Equipment 5-56 5-09.3(1)D Auxiliary Equipment 5-56 5-09.3(1)E Calibration 5-56 5-09.3(2) Preparation of Surface 5-56 5-09.3(3) Composition and Rate of Application of the Slurry Mix 5-57 5-09.3(4) Weather Limitations 5-57 5-09.3(5) Traffic Control 5-57 5-09.3(6) Application of Slurry Surfaces 5-57 5-09.3(6)A General 5-57 5-09.3(6)B Joints 5-58 5-09.3(6)C Hand Work 5-58 5-09.3(6)D Curing 5-58 5-09.3(6)E Protection of Existing Monuments and Utility Covers 5-58 DIVISION 6 Structures 6-1 6-02 Concrete Structures 6-1 6-02.1 Description 6-1 6-07 PAINTING 6-1 6-07.1 Description 6-1 6-07.2 Materials 6-1 6-07.3(10)H Paint System 6-2 6-07.3(10)1 Paint Color 6-2 6-07.3(15) Painting of Aluminum Surfaces 6-3 DIVISION 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains and Conduits 7-1 7-01 Drains 7-1 7-01.2 Materials 7-1 7-01.3 Construction Requirements 7-1 7-04 Storm Sewers 7-1 7-04.2 Materials 7-1 7-04.3 Construction Requirements 7-2 7-04.3(1)F Low Pressure Air Test for Storm Sewers Constructed of Non Air-Permeable Materials 7-2 Issued January 2021 City of Auburn Engineering Construction Standards Page 9 Page 160 of 268 7-04.3(1)G Television Inspection 7-2 7-05 Manholes, Inlets, Catch Basins, and Drywells 7-2 7-05.2 Materials 7-2 7-05.2(1) Trash Racks 7-2 7-05.3 Construction Requirements 7-3 7-05.3(1) Adjusting Manholes & Catch Basins to Grade 7-3 7-05.3(3) Connections to Existing Manholes 7-3 7-05.3(5) Channels for Manholes 7-4 7-05.3(6) New Castings 7-4 7-08 General Pipe Installation Requirements 7-4 7-08.1 Description 7-4 7-08.2 Materials 7-4 7-08.3 Construction Requirements 7-5 7-08.3(1) Excavation and Preparation of Trench 7-5 7-08.3(1)A Trenches 7-5 7-08.3(1)B Shoring 7-5 7-08.3(2)B Pipe Laying —General 7-5 7-08.3(2)G Jointing of Dissimilar Pipe 7-6 7-08.3(2)J Joining High Density Polyethylene Pipe (HDPE) Pipe 7-6 7-08.3(2)K Packaging, Handling, Storage High Density Polyethylene Pipe (HDPE) Pipe 7-6 7-08.3(2)L Dewatering Trenches 7-7 7-08.3(3) Backfilling 7-7 7-08.3(4) Plugging Existing Pipe 7-7 7-08.3(5) Pipe Trench Restoration 7-8 7-09 Water Mains 7-8 7-09.1 Description 7-8 7-09.2 Materials 7-8 7-09.3(10) Backfilling Trenches 7-8 7-09.3(13) Handling of Pipe 7-8 7-09.3(19) Connections 7-9 7-09.3(19)A Connections to Existing Mains 7-9 Issued January 2021 City of Auburn Engineering Construction Standards Page 10 Page 161 of 268 7-09.3(19)B Maintaining Service 7-9 7-09.3(21) Concrete Thrust Blocking 7-9 7-09.3(23) Hydrostatic Pressure Test 7-9 7-09.3(24) Disinfection of Water Mains 7-10 7-09.3(24)J Preventing Reverse Flow 7-10 7-09.3(24)N Final Flushing and Testing 7-10 7-12 Valves for Water Mains 7-10 7-12.3 Construction Requirements 7-10 7-12.3(2) Adjust Valve Boxes 7-10 7-12.3(3) Combination Air Release/Air Vacuum Valve Assembly 7-11 7-12.3(4) Valve Wrench Extension Box 7-11 7-14 Hydrants 7-11 7-14.3 Construction Requirements 7-11 7-14.3(1) Setting Hydrants 7-11 7-14.3(4) Moving Existing Hydrants 7-12 7-15 Service Connections 7-12 7-15.2 Materials 7-12 7-15.3 Construction Requirements 7-12 7-17 Sanitary Sewers 7-13 7-17.2 Materials 7-13 7-17.3 Construction Requirements 7-14 7-17.3(1) Protection of Existing Sewage Facilities 7-14 7-17.3(2) Cleaning and Testing 7-14 7-17.3(2)A General 7-14 7-17.3(2)C Infiltration Test 7-14 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air-Permeable Materials 7-14 7-17.3(2)H Television Inspection 7-15 7-18 Side Sewers 7-16 7-18.3 Construction Requirements 7-16 7-18.3(1) General 7-16 7-18.3(2) Fittings 7-16 Issued January 2021 City of Auburn Engineering Construction Standards Page 11 Page 162 of 268 7-18.3(3) Testing 7-16 7-19 Sewer Cleanouts 7-17 7-19.3 Construction Requirements 7-17 Division 8 Miscellaneous Construction 8-1 8-01 Erosion Control and Water Pollution Control 8-1 8-01.3 Construction Requirements 8-1 8-01.3(1)A Submittals 8-1 8-01.3(1)C Water Management 8-1 8-01.3(1)C1 Disposal of Dewatering Water 8-1 8-01.3(1)F SWPPP Preparation and General Permit Compliance 8-2 8-01.3(2) Temporary Seeding and Mulching 8-4 8-01.3(2)B Temporary Seeding 8-4 8-01.3(2)E Tackifiers 8-5 8-02 Roadside Restoration 8-5 8-02.1 Description 8-5 8-02.3 Construction Requirements 8-5 8-02.3(1) Responsibility During Construction 8-5 8-02.3(4) Topsoil 8-6 8-02.3(4)A Topsoil Type A 8-6 8-02.3(4)C Topsoil Type C 8-6 8-02.3(5) Roadside Seeding, Lawn and Planting Area Preparation 8-6 8-02.3(5)D Root Control Barrier 8-7 8-02.3(6) Mulch and Amendments 8-7 8-02.3(7) Layout of Planting, Lawn and Seeding Areas 8-7 8-02.3(8) Planting 8-7 8-02.3(9) Seeding, Fertilizing, and Mulching 8-8 8-02.3(11) Mulch 8-9 8-02.3(12) Completion of Initial Planting 8-9 8-02.3(13) Plant Establishment 8-10 8-02.3(14) Plant Replacement 8-10 8-03 Irrigation Systems 8-10 Issued January 2021 City of Auburn Engineering Construction Standards Page 12 Page 163 of 268 8-03.1 Description 8-10 8-03.2 Materials 8-11 8-03.3(2) Excavation 8-11 8-03.3(3) Piping 8-11 8-03.3(4) Jointing 8-11 8-03.3(6) Electrical Wire Installation 8-11 8-03.3(7) Flushing and Testing 8-12 8-03.3(9) Backfill 8-12 8-03.3(11) System Operation 8-12 8-03.3(12) Cross Connection Control Device Installation 8-12 8-03.3(13) Irrigation Water Service 8-13 8-03.3(14) Irrigation Electrical Service 8-13 8-04 Curbs, Gutters and Spillways 8-13 8-04.3 Construction Requirements 8-13 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 8-13 8-04.3(1)A Extruded Cement Concrete Curb 8-13 8-05 Dewatering System 8-14 8-05.1 General 8-14 8-05.1(1) Design 8-14 8-05.1(1)A Dewatering Discharge 8-15 8-05.1(1)B Temporary Dewatering Plan 8-15 8-05.1(2) Damages 8-17 8-05.1(2)A Settlement Monitoring Program 8-17 8-05.1(3) Maintaining Excavation in Dewatering Condition 8-18 8-05.1(4) System Removal 8-18 8-06 Cement Concrete Driveway Entrances 8-19 8-06.1 Description 8-19 8-06.2 Materials 8-19 8-06.3 Construction Requirements 8-19 8-07 Precast Traffic Curb 8-20 8-07.2 Materials 8-20 8-07.3 Construction Requirements 8-20 Issued January 2021 City of Auburn Engineering Construction Standards Page 13 Page 164 of 268 8-07.3(1) Installing Curbs 8-20 8-09 Raised Pavement Markers 8-20 8-09.3 Construction Requirements 8-20 8-09.3(2) Surface Preparation 8-20 8-09.3(8) Remove Raised Pavement Markings 8-21 8-13 Monument Cases 8-21 8-13.1 Description 8-21 8-13.2 Materials 8-21 8-13.3 Construction Requirements 8-21 8-13.3(1) Reference Points 8-22 8-14 Cement Concrete Sidewalks 8-22 8-14.1 Description 8-22 8-14.3 Construction Requirements 8-22 8-14.3(1) Excavation 8-22 8-14.3(2) Forms 8-22 8-14.3(3) Placing and Finishing Concrete 8-22 8-14.3(3)A Special Sidewalk 8-23 8-14.3(4) Curing 8-23 8-18 Mailbox Supports 8-24 8-18.2 Materials 8-24 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical8-24 8-20.1(1) Regulations and Code 8-24 8-20.1(3) Permitting and Inspections 8-24 8-20.2(2) Equipment List and Drawings 8-24 8-20.3 Construction Requirements 8-25 8-20.3(1)D Order of Work 8-25 8-20.3(4) Foundations 8-25 8-20.3(5) Conduit 8-26 8-20.3(5)A General 8-26 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes 8-26 8-20.3(8) Wiring 8-27 Issued January 2021 City of Auburn Engineering Construction Standards Page 14 Page 165 of 268 8-20.3(9) Bonding, Grounding 8-27 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets 8-28 8-20.3(11) Testing 8-28 8-20.3(13) Illumination Systems 8-28 8-20.3(13)A Light Standards 8-28 8-20.3(13)C Luminaires 8-29 8-20.3(13)F Luminaire Fusing 8-29 8-20.3(14) Signal Systems 8-29 8-20.3(14)B Signal Heads 8-29 8-20.3(14)C Induction Loop Vehicle Detectors 8-30 8-20.3(14)E Signal Standards 8-30 8-20.3(14)F Emergency Vehicle Pre-Emption 8-31 8-20.3(14)G Interconnect Network 8-31 8-20.3(14)H Pedestrian Push Buttons and Signs 8-32 8-20.3(14)1 Video Detection System 8-32 8-20.3(14)J Closed Circuit Television (CCTV) Camera System 8-32 8-20.3(14)J.1 Description 8-32 8-20.3(14)J.2 Materials 8-33 8-20.3(14)J.2(1) Mounting 8-33 8-20.3(14)J.3 Construction Requirements 8-33 8-20.3(14)J.3(1) General Cable Installation 8-33 8-20.3(14)J.3(2) Camera Cable 8-33 8-20.3(14)J.3(3) CCTV System Test 8-34 8-20.3(14)K Wireless Broadband Communications System 8-34 8-20.3(14)K.1 Description 8-34 8-20.3(14)K.2 Wireless Broadband System Materials 8-34 8-20.3(14)K.3 Testing, Mounting and Wiring 8-34 8-21 Permanent Signing 8-35 8-21.3 Construction Requirements 8-35 8-21.3(4) Sign Removal 8-35 8-22 Pavement Marking 8-35 8-22.1 Description 8-35 Issued January 2021 City of Auburn Engineering Construction Standards Page 15 Page 166 of 268 8-23 Temporary Pavement Markings 8-36 8-23.1 Description 8-36 8-24 Rock and Gravity Block Wall and Gabion Cribbing 8-36 8-24.2 Materials 8-36 8-24.3 Construction Requirements 8-36 8-30 Wood Fence and Gates 8-37 8-30.1 Description 8-37 8-30.2 Construction Requirements 8-37 8-31 Fiber Optic Communications 8-37 8-31.1 Description 8-37 8-31.2 Construction Requirements 8-37 8-31.2(1) Contractor Qualifications 8-37 8-31.2(2) Quality Assurance 8-38 8-31.2(3) Fiber Optic Cable Installation 8-38 8-31.2(4) Fiber Optic Cable Splicing 8-39 8-31.2(5) Fiber Optic Cable Labeling 8-40 8-31.2(6) Fiber Optic Cable Racking in Cable Vaults 8-40 8-31.2(7) Fiber Optic Patch Panels 8-41 8-31.2(8) Fiber Optic Splice Case 8-41 8-31.3 Fiber Optic Cable Testing 8-41 8-31.3(1) Insertion Loss Testing 8-42 8-31.3(2) Optical Time Domain Reflectometer(Otdr) Testing 8-42 8-31.3(3) Fiber Cable Testing Documentation 8-43 8-32 Bollards 8-44 8-32.1 Description 8-44 8-32.2 Materials 8-44 Division 9 Materials 9-1 9-05 Drainage Structures and Culverts 9-1 9-05.7(1) Plain Concrete Storm Sewer Pipe 9-1 9-05.7(2) Reinforced Concrete Storm Sewer Pipe 9-1 9-05.12 Polyvinyl Chloride (PVC) Pipe 9-1 Issued January 2021 City of Auburn Engineering Construction Standards Page 16 Page 167 of 268 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Pipe, And Solid Wall PVC Sanitary Sewer Pipe 9-1 9-05.13 Ductile Iron Sewer Pipe 9-1 9-14 Erosion Control and Roadside Planting 9-1 9-14.1 Topsoil9-1 9-14.2(1) Topsoil Type A 9-1 9-14.2(3) Topsoil Type C 9-2 9-14.5 Mulch and Amendments 9-2 9-14.5(3) Bark or Wood Chips 9-2 9-14.6(1) Polyacrylamide (PAM) 9-2 9-14.7 Plant Materials 9-2 9-14.7(5) Tagging 9-2 9-14.6(5) Inspection 9-2 9-15 Irrigation System 9-3 9-15.1(2) Polyvinyl Chloride Pipe and Fittings 9-3 9-15.3 Automatic Controllers 9-3 9-15.5 Valve Boxes 9-3 9-15.6 Gate Valves 9-3 9-15.7(2) Automatic Control Valves 9-3 9-15.8 Quick Coupling Equipment 9-4 9-15.9 Drain Valves 9-4 9-15.11 Cross Connection Control Devices 9-4 9-15.17 Electrical Wire and Splices 9-4 9-15.18 Detectable Marking Tape 9-4 9-29 Illumination, Signal, Electrical 9-5 9-29.1 Conduit, Innerduct, Outerduct 9-5 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes 9-5 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 9-5 9-29.3(1)A Singlemode Fiber Optic Cable 9-7 9-29.6(1)A Lighting & Signal Standards & Davit Arms 9-7 9-29.6(1)B Wrapping 9-10 9-29.6(2)A Anchor Bases 9-10 Issued January 2021 City of Auburn Engineering Construction Standards Page 17 Page 168 of 268 9-29.6(4) Welding 9-10 9-29.6(5) Foundation Hardware 9-10 9-29.7 Luminaire Fusing & Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases 9-11 9-29.9 Ballast, Transformers 9-11 9-29.10 Luminaires 9-11 9-29.11(2) Photoelectric Controls 9-12 9-29.12(1) Illumination Circuit Splices 9-12 9-29.12(2) Traffic Signal Splice Material 9-13 9-29.12(6) Sealants 9-13 9-29.13(2) Traffic Signal Controller Assembly Testing 9-13 9-29.13(3) Traffic Signal Controller 9-13 9-29.13(6) Emergency Preemption 9-14 9-29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9-14 9-29.13(10) Traffic Signal Controller Cabinet Unit 9-14 9-29.16 Vehicular Signal Heads, Displays, and Housing 9-15 9-29.16(2) Conventional Traffic Signal Heads 9-15 9-29.16(2)A Optical Units 9-15 9-29.16(2)E Painting Signal Heads 9-16 9-29.18 Vehicle Detector 9-16 9-29.19 Pedestrian Push Buttons 9-16 9-29.20 Pedestrian Signals 9-16 9-29.22 Rectangular Rapid Flashing Beacon (RRFB) 9-17 9-29.23 Video Detection Cameras 9-17 9-29.24 Service Cabinets 9-18 9-29.26 Traffic Signal Battery Backup System 9-18 9-29.27 CCTV System 9-19 9-29.28 Variable Message Sign System 9-19 9-30 Water Distribution Materials 9-26 9-30.1 Pipe 9-26 9-30.1(1) Ductile Iron Pipe 9-26 9-30.2 Fittings 9-26 9-30.2(1) Ductile Iron Pipe 9-26 Issued January 2021 City of Auburn Engineering Construction Standards Page 18 Page 169 of 268 9-30.2(6) Restrained Joints 9-27 9-30.3 Valves 9-27 9-30.3(1) Gate Valves (3-inches to 16-inches) 9-27 9-30.3(4) Valve Boxes 9-28 9-30.3(8) Tapping Sleeve and Valve Assembly 9-28 9-30.5 Hydrants 9-28 9-37 Filter Fabric 9-29 9-37.1 Filter Fabric for Infiltration Systems 9-29 9-38 Submittal Approval 9-29 9-38.1 Submittals 9-29 9-38.1(1) Submittal Transmittal Procedures 9-29 9-38.1(2) Request for Submittal Approval (RSA) Form Instructions 9-30 9-38.1(3) Request For Approval Of Material (RAM) Submittal Content 9-31 9-38.1(5) Engineer's Submittal Review 9-33 9-38.1(6) Submittal Approval and Acceptance Codes 9-33 9-38.2 Schedule of Submittals 9-35 Issued January 2021 City of Auburn Engineering Construction Standards Page 19 Page 170 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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. 7-04 Storm Sewers 7-04.2 Materials (July 2019, 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) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Pipe, SDR-35 Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Pipe, SDR-21 Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Pipe, C900 Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Ductile Iron Pipe, Special Class 52, 9-05.13 (Ductile Iron Sewer Pipe) Storm Pipe High Density Polyethylene Pipe (HDPE) 9-05.21 (High Density Polyethylene Pipe (HDPE)) Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 171 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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. 7-05 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 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 1/2 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-2 Page 172 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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. 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 1/2-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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-3 Page 173 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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, 1'/2 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). 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: Issued January 2021 City of Auburn Engineering Construction Standards Page 7-4 Page 174 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS Imported bedding, backfill and foundation material shall meet the requirements of the following sections: Pipe Zone Bedding and Select Trench 9-03.9(3) (Crushed Surfacing) Backfill 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-5 Page 175 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 7-08.3(2)G Jointing of Dissimilar Pipe (January 2017, City of Auburn GSP) 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-6 Page 176 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS (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. "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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-7 Page 177 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS (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 surface thickness. Unless otherwise shown on the plans, the minimum asphalt concrete pavement replacement section shall be 2 inches thick. 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) Issued January 2021 City of Auburn Engineering Construction Standards Page 7-8 Page 178 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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) 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-9 Page 179 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 7-09.3(24) Disinfection of Water Mains (November 2019, City of Auburn GSP) Supplement this section with the following: The City will take bacteriological test samples. The Contractor shall insert 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. 7-09.3(24)J Preventing Reverse Flow (January 2017, 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. 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 Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Q Page 180 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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 1/2-inch shall be placed and compacted with hand tampers and a patching roller within 48 hours. (August 2016, City of Auburn GSP) 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. 7-14 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 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 (January 2017, 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 age 181 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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 Safety Yellow Enamel conforming to Federal Specification TT-E-489C Enamel, Alkyd, Gloss, Federal Color No. 1063. The outside surface below the ground shall be coated with asphalt varnish. 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. 7-15 Service Connections 7-15.2 Materials (November 2019 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)B (Service Pipes) 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: Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 182 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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 %-inch water meter shall be reinstalled to the new meter setter once the new 1-inch service line, 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. 7-17 Sanitary Sewers 7-17.2 Materials (December 2018, City of Auburn GSP) Delete this section and replace it with the following: Materials shall be in accordance with following Sections: Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Sanitary Sewer Pipe, SDR-35 Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Polyvinyl Chloride (PVC) Sanitary Sewer 9-05.12(1) (Solid Wall PVC Culvert Pipe, Pipe, SDR-21 Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Ductile Iron, Special Class 50 Sanitary 9-05.13 (Ductile Iron Sewer Pipe) Sewer Pipe High Density Polyethylene Sanitary Sewer 9-05.23 (High Density Polyethylene Pipe Pipe (HDPE) (HDPE)) The laying length for PVC (SDR-35) shall not exceed 14 feet. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Hage 183 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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 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 AlH x D x L -\l6 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 184 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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. 2. The acceptable completion of all applicable channels and grout work. 3. The acceptable debris removal, cleaning, and flushing of all applicable pipes and structures. 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. 2. 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 pipe. 3. 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 procedure. 4. 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 Plans. The following television inspection information shall be provided to the City: 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 indicated. 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 inch. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Hage 185 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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. 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(2) Fittings (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Side sewers shall be connected (where shown on the Plans), using approved sewer saddle tees. Quantities of tees will vary depending upon conditions encountered. 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Fage 186 of 268 DIVISION 7: DRAINAGE STRUCTURES,SEWERS, WATER MAINS, AND CONDUITS 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 Issued January 2021 City of Auburn Engineering Construction Standards Page 7-17 Page 187 of 268 DIVISION 9: MATERIALS 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. 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 9-2 age 188 of 268 DIVISION 9: MATERIALS 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 (AWWA C111) 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 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/AWWA C111/A21.11. 9-30.3 Valves 9-30.3(1) Gate Valves (3-inches to 16-inches) (December 2020, 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, Kennedy, American Flow Control, Waterous, M&H 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 0-ring seals. 9-30.3(3) Butterfly Valves (December 2020, City of Auburn) Supplement this section with the following: Butterfly valves conforming to AWWA Specification C504, Class 150B 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. Issued January 2021 City of Auburn Engineering Construction Standards Page 9-2 age 189 of 268 DIVISION 9: MATERIALS 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. 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 2'/2 inch hose ports (National Standard Thread) and one 4% inch pumper port (National Standard Thread) with caps and no chains, 1% inch pentagonal operating nut (counterclockwise) opening, 0-ring-type stuffing box, automatic barrel drain, and 5% 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. (August 2016, City of Auburn GSP) Supplement Division 9 with the following new section including subsections: Issued January 2021 City of Auburn Engineering Construction Standards Page 9-2 age 190 of 268 PART 2: STANDARD DETAILS TABLE OF CONTENTS NAME I NUMBER I GENERAL DETAILS JI 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 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) PULL BOX (CITY TELECOMMUNCATIONS PULL BOX) J-90.10 SMALL CABLE VAULT(CITY TELECOMMUNCATIONS SPLICE VAULT) J-90.21 TEMPORARY EROSION AND SEDIMENT CONTROL(TESC) DETAILS For additional TESC details and figures see the City of Auburn SWMM 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 TRAFFIC DETAILS ] 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 IN LANDSCAPE STRIP 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 POURED IN PLACE MONUMENTTYPE 'B' MODIFIED T-11 POURED IN PLACE MONUMENT TYPE 'B' MODIFIED (ASPHALT) T-11A 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 City of Auburn Pace 1 Of 268 Issued January 2021 Engineering Construction Standards art 2,P 19age 1 NAME NUMBER I MAST 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 STREET TREE UNDERGROUND STABILIZATION T-33 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 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) RAISING BEAM GUARDRAIL DETAIL C-1 BEAM GUARDRAIL ANCHOR TYPE 2 C-6a CEMENT CONCRETE CURBS F-10.12 PARALELL 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 RAILROAD CROSSING LAYOUT M-11.10 CROSSWALK LAYOUT M-15.10 LONGITUDINAL MARKING PATTERNS M-20.10 City of Auburn Pace 192 Of 268 Issued January 2021 Engineering Construction Standards art 2,Page 2 NAME I NUMBER SYMBOL MARKINGS-TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS M-24.40 —MMERY SEWER AND STORM DRAIN DETAILS 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 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) 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 T WATER DETAILS 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 FOR 3/4" AND 1" METERS 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 TEMP. 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 City of Auburn Pace 193 Of3 268 Issued January 2021 Engineering Construction Standards art 2,Page 410 BLIND FLANGE BLIND0 OR SMALLER 0 0 FLANGE SIZE PIPE n )110, 4 ,. 1- * IF IT 16 moo *Is*- • I,*,I` 01.1 --z BLIND =is BLIND wipp. FLANGE 11 FLANGE fi OR PLUG IIII CAPPED CROSS UNBALANCED TEE TEE 0 90° BEND CROSS D.I. PIPE fig; HORIZ OR UPWARD VERT. BENDS SEE STD. DETAIL W-03 I Ii FOR TYPICAL BLOW OFF ` I if ASSEMBLY. MAINTAIN 2" 1 ' ' v),z -� "° CLEARANCE BETWEEN �I,���� �I,0 � 3" 0 CONCRETE AND PIPE Q. Ili 0 0 li _ i FOR PIPE SIZES UNDER /10' 12" USE 2 3/4" 0 HOT 11 1/4' BEND 22 1 /2' BEND #4 REINF. HOOP 18' DIPPED GALV. THREADED SHALL BE 2" BELOW MIN. RODS FOR 12" & 14" USE TOP OF CONCRETE 4 3/4" 0 HOT DIPPED GALV. RODS TIE BACK BLOCK lir DETAIL #5 REBAR 'I,lt 0 3 x PIPE (EXTEND 2' INTO CONCRETE) MINIMUM I BLOCK SHALL BE AGAINST 45' BEND UNDISTURBED EARTH - Z DOWNWARD VERTICAL BEND 4 PLASTIC BARRIER CONC. BLOCK SY1 BOTTOM TOP & THRUST BLOCK TABLE NOTES; MIN. BEARING AGAINST UNDISTURBED SOIL 1. BEARING AREA OF CONC. THRUST BLOCK 1S BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF PIPE 11 0 2000 PSF. SIZE 2 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. 1 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, 4" 3 3 2 2 2 PRESSURES, AND SOIL CONDITIONS. 6" 4 3 2 2 2 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND I 8" 7 5 4 2 2 s HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING 1J S AGAINST THE FITTING. 1 10" 11 8 6 3 2 I 4. THE BLOCK SHALL BEAR AGAINST THE FITTINGS ONLY 12" 16 11 9 5 3 g AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING 14" 22 15 12 6 3 UP AND DISMANTLING OF JOINT. 16" 29 20 16 8 4 5. THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE 18" 36 25 20 10 5 d TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO 20" 45 32 24 13 6 CONTINUOUSLY WITHSTAND OPERATING PRESSURE 1 UNDER ALL CONDITIONS OF SERVICE. 22" 54 38 29 15 8 1 6. USE 2" THICK STYROFOAM TO FORM THE CONCRETE 24" 64 45 35 18 9 0 E BLOCKING. PLASTIC SHALL BE INSTALLED BETWEEN ALL 28" 87 62 48 24 12 to CONCRETE BLOCKING AND FITTINGS. 30" 101 71 55 28 14 7. RESTRAINED JOINTS ARE REQUIRED WHERE BEARING 36" 145 102 78 40 20 SOILS OR FILL MATERIAL ARE DETERMINED BY THE 42" 197 139 107 55 27 ENGINEER TO BE UNSUITABLE TO PROVIDE ADEQUATE iBEARING LOAD. OR THIS SOIL HAS BEEN DISTURBED. 48" 257 181 140 71 36 s $ APPROVED BY CIT ENGIN E . DATE: [irtal WATER MAIN 9i g1,7,-01( tE„N6m. BLOCKIN( age 194 of 26` COMMUNI ❑E CPMENT & PUBLIC WORKS DEFT. STANDARD DETAIL: W—01.1 1 2" OPEN PATTERN, RETURN BEND WITH 2" BEEHIVE STRAINER NOTE: FOR LOCATIONS WITHOUT Xi,, GALV. CURB, AIR VAC. SHALL BE PLACED TEEL PIPE ON PROPERTY SIDE OF DITCH. IF NO ROOM IS AVAILABLE, INSTALL 2-2" 90° CULVERT IN DITCH WITH AIR VAC. ELBOWS, GALV. INFILL OVER CULVERT. 2' X 1" REDUCER ri,, STEEL PIPE .tl1" UNION Nri- 1" STEEL PIPE 1" 90° ELBOW C.I. VALVE BOX & VALVE BOX 1" NIPPLE COVER, SEE STD. DETAIL W-18 I o 1" BRASS , ' •� CLOSE fe,,, ? ,i 1_ NIPPLE ! i /i `` /`` ire:_®I ji --I _ Z r ���zr�(�. f �(i ..�4.�u r r! a4i4jro ir! i,t01,1 i l • ,r! i.4 ir� err ire �.4 I ' �rO� 1" POLYETHYLENE a!ve!no!w re! w•e!w• , -e!' WITH TRACER WIRE \j C\,6 " .sj 3I11 _ 4Ii111Mri1 IIiIl \ \ �$ 1 X90° COUPLING \ ELLER B-25008N • • _ . . •".... 1" STRAIGHT 1" AIR & COUPLING,VACUUM 1_, VALVE, SCREWED APCO 4" PVC PIPE, MUELLER H15451 N NO. 143C OR EQUAL NOTCHED AT 1" CURB VALVE, i t 3 BOTTOM MUELLER B-20200N 1• " BRASS 90° ELBOW ---- 1" BRASS 1" BRASS PIPE J DIELECTRIC CORP. STOP NOTES: UNION MUELLER B-20045 0 N 1. AIR VALVE TO BE INSTALLED IN 17" X 30" HUBBELL QUAZITE OR ARMORCAST METER BOX W/ DUCTILE COVER, EAST JORDAN IRON WORKS (OR APPROVED EQUIVALENT). W 2. BED WITH 3/4" WASHED ROCK, PASSING *1) '' AND RETAINED ON y4" MESH FOR DRAIN. 3. POLYETHYLENE PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE . CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. 1 N 4. DIELECTRIC UNIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIAL TYPES. 0 N • 5. MAINTAIN POSITIVE GRADE FROM MAIN TO VALVE. N • 6. IN LIEU OF 2" BEEHIVE STRAINER, CONTACT CITY WATER DEPT. FOR LIST OF DOH 0 APPROVED STRAINERS. • APPROVED CNG1NEER: DATE: crrroF = '- TYPICAL AIR AND VACUUM a (�/°r �R��ti►9 01/05/2021 RELIEF VALVE DETAIL WASHINGTON s PUBLIC WORKS DEPARTMENT STANDARD DETAIL �'�W2YIY-681 DOUBLE STRAP --- -- SADDLE, SEE NOTE 2 TRACER WIRE, WATER SEE NOTE 4 TRACER WIRE MAIN CONNECTED TO SADDLE BOLT o r_Y_ ;�— PAP OR PLUG 17"x30" HUBBELL QUAZITE OR / ARMORCAST METER BOX W/ LID (OR APPROVED EQUIVALENT) UNDISTURBED GROUND PLAN 2" I.P.T. (FEMALE) X 2) ''CONCRETE 1 N.S.T. (MALE) ADAPTER & BLOCKING 23/2" NST BRASS LUG CAP AS REQ'D TRACER WIRE, CI VALVE BOX PER SEE NOTE 4 STD. DETAIL W-18 .1 2" BRASS PIPE ����� �/ MUELLER, H-15428N j STRAIGHT COUPLING o /a a � , �! MIP x 110CTS OR __ FORD C84-77—Q—NL �C joUo� 00 6.1 STRAIGHT COUPLING �C �o , o 3 /-Ac do r io - )o o 0 2"-90° BRASS ,�p ELBOW 3 X- TRACER WIRE » L 2 GATE VALVE, THREADED SEE NOTE 4 W/ 2" OPERATING NUT, MUELLER B-2969N M 2" POLY PIPE, MUELLER A-2360N CORP. STOP W/ H-15451N LENGTH AS REQ'D, OUTLET COUPLING OR FORD SEE NOTE 1 10 CU. FT. WASHED ROCK N FB500-7—NL W/ C14-77—Q—NL PASSING 1Y2" AND RETAINED , OUTLET COUPLING ON Y4" MESH FOR DRAIN. 2 ELEVATION NOTES: U 2 1. 2" POLY PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. U 2. SADDLE SHALL BE AS SPECIFIED IN SECTION 9-30.6(1) OF THE CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. N 3. FOR LOCATIONS WITHOUT CURB, BLOWOFF SHALL BE PLACED ON PROPERTY SIDE OF THE N DITCH. IF NO ROOM IS AVAILABLE, INSTALL CULVERT IN DITCH W/ BLOWOFF INFILL OVER CULVERT. 0 4. TRACER WIRE SHALL BE INSULATED #10 COPPER WIRE, BARED AT ENDS. 0 F, APPROVE CNvc1NEER: DATE: �oF �-' - 2" PERMANENT BLOW OFF of.. re 01/05/2021 WASHINGTON ASSEMBLY 1 :I PUBLIC WORKS DEPARTMENT STANDARD DETAIL �'�W2 5V-6.81 DEAD END 17"x30" HUBBELL QUAZITE OR WATER MAIN ARMORCAST METER BOX W/ LID M.J. CAP WITH 2" (OR APPROVED EQUIVALENT) /-- THREADED HOLE PROVIDE TEMPORARY REMOVABLE THRUST 2" BRASS i . , BLOCKING TRACER NIPPLE WIRE VARIES 2"-90° II \ \ \ \ \ \ \ \I -:Il,lj 411l©0 BRASS ELBOW 2" POLY PIPE 2" BRASS PIPE,LENGTH SHALL BE (FIP x 110CTS 2" I.P.T. (FEMALE) x 2)/2" 6" MIN. OUTSIDE OF COUPLING) PLAN N.S.T. (MALE) ADAPTER & CONC. BLOCKING. 2Y2" NST BRASS LUG CAP TRACER WIRE CI VALVE BOX PER STD. DETAIL W-18 2" BRASS ,� �� �� �� WRAP END OF PIPE PIPE -j<%< ��� ��� ASSEMBLY W/ 4 MIL. ' i ����' PLASTIC SHEET PRIOR "" %� TO POURING CONCRETE _ THRUST BLOCKING �:� ���. 00 z (BLOCKING NOT SHOWN (MIP x 110CTS COUPLING) -. V, l �- ; r 3 FOR CLARITY) 'I�4,0. 2"-90° 1II1+�1II I BRASS ,4 - 2"-90° BRASS o o ELBOW .I� ELBOW o III II TRACER WIRE t o---- 2" GATE VALVE, THREADED 2" POLY PIPE, W/ 2" OPERATING NUT, TRACER WIRE LENGTH AS REQ'D MUELLER A-2360N CONNECTED "- (FIP x 110CTS 10 CU. FT. WASHED ROCK TO BOLT COUPLING) N PASSING 1Y2" AND 2 ELEVATION RETAINED ON Y4" MESH FOR DRAIN. NOTES: 1. 2" POLY PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE s CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. 0 1 2. TEMPORARY BLOWOFFS SHALL BE USED ON ALL DEAD END WATERLINES WITH N LOCATION OF BLOWOFF BOX AS SHOWN ON THE PLAN OR WHERE DIRECTED BY THE ENGINEER. N 3. TRACER WIRE SHALL BE INSULATED #10 COPPER WIRE, BARED AT ENDS. 4. GATE VALVE SHALL BE AS SPECIFIED IN SECTION 9-30.3(1) OF THE CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. 0 I APPROVE CNG1NEER: DATE: ��_/'* - TEMPORARY BLOW OFF `i" test 01/05/2021 c �� WASHINGTON s PUBLIC WORKS DEPARTMENT STANDARD DETAIL: W- (PAINTED 44 GREEN) - - r ROADWAY SIDEWALK i-i 18"x18"x4" CONC. PAD FINISH GRADE ! 12" CENTERED 'MIN. AROUND BASE �1 ice CI VALVE BOX PER STANDARD DETAIL W-18 I 1 0 DIRECT TAP AWWA 2 w TAPER x 110 CTS 0c O(..) 3 0 _ rl-- 5--),,, 0 u �' „ .- 7 /� /� f I Isl!�I?I NIPPLE LENGTH AS NEEDED TO CLEAR 0 $ THREAD INTO r. VALVE BOX CURB VALVE 10" • MATERIAL LIST 45' MIN.J ITEM NO. DESCRIPTION FORD PART # MUELLER PART # 60' MAX. * 1 1" SADDLE I.P.T. MIPx11O CTS N/A N/A — 1 SADDLE TAP 2 1" CORP STOP FBI 000-4--Q 8-25008N r. 3 1" TYPE K COPPER N/A N/A * SADDLES FOR 1/2" OR I 4 1" FIP COMPRESSION ADAPTOR C14-44—Q—NL H-15451N 2" PIPE TAPS SHALL BE I 5 1" COMPRESSION x 1" MIP C84-44—Q—NL H-15428N • EPDXY COATED OR I 6 1" BALL CURB FIP x FIP B11-444W—NL B-20200N E—COATED DUCTILE IRON ' W/ DOUBLE STAINLESS I 7 1" BRASS UNION N/A N/A • STEEL STRAPS & I 8 1" BRASS NIPPLE N/A N/A NEOPRENE GASKETS. 9 1„ 90• BRASS STREET ELL N/A N/A SADDLES SHALL HAVE F I.P.S. FEMALE THREADS 10 KUPFERLE ECLIPSE #88-55 N/A N/A J NOTES: 1. ALL PIPE AND FITTINGS TO BE ASSEMBLED W/ TEFLON AND PIPE DOPE UNLESS OTHERWISE NOTED. 2. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO THE WATER MAIN. 3. THE SERVICE LINE SHALL BE INSTALLED TO ALLOW FOR THE FAR SIDE OF THE SAMPLE STATION TO BE INSTALLED IN THE ROW OR EASEMENT LINE, UNLESS OTHERWISE DIRECTED BY THE CITY. • APPROVED BY CITYTY E fNiEER: DATE: WATER SAMPLING a B' STATIONING TAIL [? c e� L� f2�1� -' wsaiiani��a 2gP 1 AR Of 7RP PUBLIC WORKS EPARTMENT ' STANDARD DETAIL: W-05.2 SHUTOFF VALVE INSTALL TEE AFTER UNION DOMESTIC WATER SERVICE METER DOMESTIC WATERLINE 7 r TO LANDSCAPE IRRIGATION l TO WATER MAIN PROPERTY OWNER TO BACKFLOW M INSTALL AND MAINTAIN I PREVENTION VALVE AFTER "TEE" ASSEMBLY � I 3 t ROW, OR EASEMENT LINE rn c PLAN 0 NTS 0 0 0 c 0 c 0 NOTES: 1. BACKFLOW ASSEMBLY SHALL BE PER DESIGN STANDARDS. O 2. THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCE ONLY. c O W C 0 O I APPROVED 1 CIJ NGfNEER: DATE: cmoF ��' - 3/4" TO 2" IRRIGATION FROM DOMESTIC to 7 01/05/2021 ''� W TON SERVICE LINE (SINGLE FAMILY)IL� s PUBLIC WORKS DEPARTMENT STANDARD DETAIL5'3W=Dbf3`66 L2 w _; ��.. w Z Z < j Cr ¢ I-- ❑ �_ _0 0QX Z V- 1_11 u, w ~ w NJ CC � � � � �{ 0L a L'iz < < [C17 J 0 CL QW LLI< LU W co ' HDU O CO J U) < co Cr CC J V?J (.} Ct 00 }- -3 Z ._.-p W CC ¢ - w m1w > a: ¢ �� Q J C� IW- Z Z_ Li C]ELO 01 0MH I_ LU X Li iJ 0 U H C7 a. m � �_IX H � Z CLZLI w H w z ❑ w — a a N F- I- I w i > EE z oZ tea "-' z �r W z v-r W 0 I N \ CO ¢ ¢ ~ >) W W J0 j I '..-..---------------'4.-:\ cc Z LU & IX j 0 F-- LLI U IX H Q O W Z 0 --� CJ ZH N10 `� a_ Y D L�1¢ z ¢ ❑ 0W < ¢ L�J [� J C 7 I L� Q CU17 H. C/] U7 Cc LJ �� . ¢ z Z U D= L- >- ¢ . W ¢ J Z W JY _..I Z Li Li_ U ❑ rU10 a - rp}r > < 1: Q W Q W U) a �] Z d W CC co �-' Q W Z [r — - 1 i W 0 CL ¢ H Z /".t I I I- t0 = 0 J Q J N/ l�J 5 t2 LJ I a W J m n V Y L.-1 I- 1- VW} W o Q Q {/) Z O ) 0 3 j{ _1W 0 ¢ Lr..1 Cr WZ 0 iii LiZ 1- fl � U co I L9rQW EY a0 1 6 1- n 1= -2 u7 r• ¢ >' zWC ¢Z _I Q ] L� u U Li LL L � ❑ Z r � d' ❑ _1 Lr) Z ¢ i _ ¢ [W/} cJ- U - a Li_ J F. Visit;�� U Z W 0 ¢ in a N <0_ �,� N o= � i• i�*�n�. I = Li COJ < I- ❑ 0-4041, .. �l1sw �. J N H 3 C• 'l� t a _ Q d LAZ Cy Cr Z I aiNll1d f\ U 1- o i +I -t ' 1 ls -I z 0 I U N I W �� f\ w < ° Dv) ��77 H LJ c II ZZ U U J ¢ [YH ¢ U IX Z U7 ❑ cY _9 ¢ CC : z ID 0 "5 Z 1 K ❑ ¢ ?< p7 = 0 U O V}Z f13 Uy ¢ U Li Li_ U 1- Z z cu cc D o ra 2W ¢ y Z t` B < HN LL [ F`J Z Z D <Z g L ¢ I W ❑Q H H O a � U ❑ CL CC CI ¢ U Ch W ¢ Z ^ w Dw >- W - w 0 � <z _ W U >- _ - )- 0w Z N w x Nz > 2 .f 2 ¢ > Li CCU M x i _o p0 ¢ �7 >-x r ¢ - 0m ili 4 U7 = t0 =W CC - 0 Z N rri 4 LC) cc; • APPROVED C TY ENGIN ER: DATE: r+ .�w -- • 5 1/4' M.V.O. HYDRANT y� k �l4 L'J. ! P WASHINGTON SETTING DEN e 200 of 26 ' CO TY VELOPMENT PI.J13411C WORKS DEPT. STANDARD DETAIL: W-07.2 ROCK WALL GUARD POST, 9" ROUND X 6'-O" LONG OR OPTIONAL REINFORCED CONCRETE, PER SECTION KEYSTONE BLOCKS 9-30.5(6) OF THE STANDARD SPECIFICATIONS TYPICAL OF 2. ------ ---,, iii17 MIN. AREA OF LEVEL GROUND SURFACE FIRE HYDRANT SEE 1 / STD, DETAIL W----07 7 ' �a�m��1II - 1 u — °�oa! 4 - p ._71.7_, — �i _ r r ID I( A i I pp �k P .. C 4 f\ WAD 5' RADIUS, \ \i'\/iKV I CLEAR DISTANCE �- N EXISTING GUARD POST (ONLY GROUND PLAN WHEN SPECIFICALLY ,, SURFACE 5' REQUIRED AS SHOWN - {, MIN. �{ IN THE PLAN) 3 N',, GUARD POST 1 '.::: q n_ ELEVATION I mo S6 t( 7 s N _ co - MIN. �I r_ 1 %,,,•';',,,\C �� \ { ` \j, _ ,yam ,,}�, ,,/ � 11( o - 2„-41' ^ - N 6" CONC. SLAB `" ' N — C 4' X 4' MIN. 1.- " r ._ i CUT i /1111;/- \���� °r I a ,`r; t A '--S '/-/\> /// NOTES: ¢ bi - m I-x 1. SEE PLAN FOR WALLS - 6 z EXCEEDING 4'-0" IN w / O c: HEIGHT. crir p F. C C. EXISTING GROUND -� _-- - SURFACE A APPRO Flit '', ER: O1 059 1 .i. �� FIRE HYDRANT LOCATION IN CUT zdr . OR FILL W/ GUAF *020-$of 26E a CO UNI IIII. ' VELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: W-08.1 w l 1 �.J 9a. 1 0 fFIRE SPRINKLER LINE TO BUILDING • E� v 0 g 11 --�. DOMESTIC SERVICE (� g CONSTRUCTION NOTES: fi �+ LINE TO BUILDING 01 2" POLYETHYLENE SERVICE PIPE. mi PUBLIC PRIVATE ®2 2" SADDLE. 03 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. 0 METER YOLK WITH SPACER PIPE W/ HOLE IN SPACER. DO NOT INSTALL GASKETS. 0 17"x30" METER BOX. 0 ADAPTER COUPLING, TEMPORARILY CAP IF PRIVATE SIDE CONNECTION IS NOT READY. SHUT OFF VALVE ON DOMESTIC LINE (CUSTOMER TO INSTALL AND MAINTAIN). I 0 2"x2"x*" TEE, WHERE *" IS METER SIZE IN INCHES (1" MINIMUM) FOR DOMESTIC LINE. r 10 BACKFLOW PREVENTION ASSEMBLY ON FIRE SPRINKLER LINE (CUSTOMER TO INSTALL AND MAINTAIN). 11 #10 INSULATED COPPER TRACER WIRE. 12 2" ADAPTER (MIPxCOMP) g 13 *" BRASS NIPPLE, LENGTH AS NEEDED. 14 *" BRASS ELBOW NOTES: n 3 1. THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCES ONLY. 2. CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS. 3. BACKFLOW PREVENTION ASSEMBLY SHALL BE PER DESIGN STANDARDS. 3 4. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. 5. NO DETAIL IS REQUIRED FOR FLOW—THROUGH FIRE SPRINKLER SYSTEMS. 6. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE. APPROVED BY CITY i=KONEER:A DATE: 2" FIRE SPRINKLER LINES WITH �� 3/4" to 2" DOMESTIC SERVICE LINE e4e.. vee <7 /2 i1 _µ..... w,iiriaarba ?age 202 of 268 PUBLIC WORK DEPARTMENT STANDARD DETAIL: W-09.3 DRILL HOLE PUBLIC-4-0 PRIVATE SPACER PIPE W/ 0 TAILPIECE TO R.O.W. w "C HOLE IN SPACER (DO LINE (18" MINIMUM O z NOT INSTALL GASKETS) BEYOND METER) I 0 I z 1 w - I— Q I 1 I �� O i ! Q �, ADAPTER COUPLING, CAP PLAN END IF PRIVATE SERVICE LINE IS NOT AVAILABLE. PUBLIC-a-0 PRIVATE 1 *TYPE K COPPER, OR POLYETHYLENE SERVICE 0ADAPTER COUPLING, PIPE WITHOUT JOINTS CAP END IF PRIVATE Z BETWEEN CORPORATION SERVICE LINE IS NOT = STOP & ADAPTER AVAILABLE. COUPLING a SPACER PIPE W/ r 6 HOLE IN SPACER CURB VALVE INSIDE (DO NOT INSTALL METER BOX SHALL GASKETS) M BE CASED BY �� ,J - Ai \ --.r_7 __ 8 X3 DIA. SCH 40 DRILL PVC PIPE, NOTCHED 0 HOLE N z E AT BOTTOM TO FIT y I \ _�: m w OVER COUPLINGS r\ A '� ' I�III__:�� i - o 3 j 00 0 s. i /OM r / /- moil _ 1 \<2/‘'A'i\yip `,�\��\i\ , ,\/\/ .^ U '04° O O 1(\5 1 TAILPIECE TO 5 R.O.W. LINE (18" �d45° MIN. 6" OF /$" CRUSHED�--N. * 60° MAX. SURFACING TOP MINIMUM BEYOND ° ' COURSE METER) N \��_._�-, WATER THREADED BRASS * IF 1 " POLYETHYLENE IS USED: MAIN NIPPLE, LENGTH ELEVATION SERVICE PIPE W/OUT JOINTS BETWEEN c NOTES: AS REQ'D CORP. STOP AND CURB VALVE AND 1. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE. WRAPPED W/ #10 INSULATED COPPER s 2. ALL DOMESTIC SERVICE LINES FROM THE WATER MAIN, TRACER WIRE. ATTACH BARE TRACER INCLUDING THE METER YOLK, SHALL BE A MINIMUM OF WIRE TO CORP. STOP AND WRAP IT N 1" IN DIAMETER. AROUND THE HDPE PIPE AND METER 3. METER PROVIDED BY CITY, CONNECTIONS MADE FROM SETTER AS SHOWN W/ HIGH TORQUE N EXISTING WATER MAIN SHALL BE INSTALLED BY THE SMOOTH STAINLESS STEEL HOSE CITY OF AUBURN AND PAID FOR BY THE APPLICANT OR CLAMPS. A MINIMUM OF 8" BARE WIRE CONTRACTOR. SHALL PROTRUDE PAST CLAMP AT THE 4. METER LAY LENGTH 1" METER = 10-3/4" METER SETTER F, APPROVE CiJ) NGf NEER: DATE: cmroF=/'' - 1 " WATER SERVICE FOR a `�r' re ". 01/05/2021 '_� 211.1 "' 3/4" AND 1 " METERS c WASHINGTON ragc o PUBLIC WORKS DEPARTMENT STANDARD DETAILw01�f 426 4 WATER SPACER PIPE W/ PUBLIC--0-0 MAIN HOLE IN SPACER ()ADAPTER COUPLING, 1 w PRIVATE (DO NOT INSTALL 6 CAP END IF PRIVATE J GASKETS) SERVICE LINE IS NOT 9 7 pr—\-I --- rr r AVAILABLE O 0. 6'11 I III I III I ` II d N I '— 0 I TAILPIECE TO © ----' R.O.W. LINE 4 1 _ PLAN (18" MINIMUM 4 DRILL HOLE BEYOND METER) 0 SERVICE PIPE W/OUT JOINTS BETWEEN CORP. STOP AND CURB VALVE AND WRAPPED W/ #10 INSULATED COPPER TRACER WIRE. ATTACH BARE TRACER WIRE TO CORP. STOP AND WRAP IT AROUND THE HDPE PIPE AND METER SETTER AS SHOWN W/ HIGH TORQUE SMOOTH STAINLESS STEEL HOSE CLAMPS. A MINIMUM OF 8" BARE WIRE SHALL PROTRUDE PAST CLAMP AT THE METER SETTER INSTALL CAST IRON PUBLIC SPACER PIPE W/ HOLE IN SPACER w PRIVATE VALVE BOX (8" LONG, TOP OR ALL THREAD W/ WASHERS SET I z SECTION AND COVER) W/ CURB, GUTTER TO THE LAY LENGTH OF METER 4" DIA. SCH 40 PVC PIPE. AND SIDEWALK a NOTCHED AT BOTTOM TO 1' (DO NOT INSTALL GASKETS) a FIT OVER COUPLING '- 1 Q MAX. �/I / z / M w i lwL I I o - O 3 •. ._ ;I:..I:._._I:I_. ;,:•..„ .. t . OF 5/8" 0 0 CRUSHED U j==,0�" _ O O SURFACING DRILL HOLE TOP COURSE 45° MIN. ADAPTER O t 60L ° MAX. THREADED BRASS ()TAILPIECE TO COUPLING, CAP NIPPLE, LENGTH AS R.O.W. LINE (18" END IF PRIVATE , WATER MAIN REQ'D MINIMUM BEYOND SERVICE LINE IS 2 NOTES: ELEVATION METER) NOT AVAILABLE S 1. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE. v O O 2 2. ALL DOMESTIC SERVICE LINES FROM THE WATER MAIN TO THE ADAPTER COUPLING, II N STRAIGHT COUPLING, OR CURB VALVE, SHALL BE A MINIMUM OF 1" IN DIAMETER. O N M 3. METER PROVIDED BY CITY, CONNECTIONS MADE FROM EXISTING WATER MAIN SHALL BE N INSTALLED BY THE CITY OF AUBURN AND PAID FOR BY THE APPLICANT OR CONTRACTOR. 4. METER LAY LENGTHS: 1.5" METER = 13" ll 2" METER = 17" g APPROVE CI ' IVGf =/'NEER: DATE: cmroF ' - ` f. re " 01/05/2021 ',�� _1.1"� 1 1/2" & 2" WATER SERVICE s PUBLIC WORKS DEPARTMENT J WASHINGTON STANDARD DETAIL: IV- 4.2 Rap ''0 f 26& WATER SERVICE MATERIAL SCHEDULE O THE CITY OF AUBURN ALLOWS 1-1/2" TO 2" POLYETHYLENE SDR-9 (IN COPPER TUBE SIZES) W/ STAINLESS STEEL LINERS IN ALL COUPLINGS & WRAPPED W/ A #10 INSULATED COPPER TRACER WIRE. FOR 1" COPPER, IT SHALL BE TYPE K COPPER TUBING W/OUT TRACER WIRE FOR WATER SERVICE & TAILPIECE CONNECTION, IN ACCORDANCE W/ STANDARD SPECIFICATION SECTION 9-30.6(3). ALL CONNECTIONS TO POLYETHYLENE OR COPPER TUBING SHALL BE W/ MUELLER 110 COMPRESSION CONNECTIONS OR EQUAL. TAILPIECE SHALL EXTEND TO R.O.W. LINE (18" MINIMUM BEYOND METER) & SHALL BE THE SAME SIZE AS THE SERVICE LINE. O SADDLES FOR 1", 1-1/2", OR 2" PIPE TAPS SHALL BE EPDXY COATED OR E—COATED DUCTILE IRON W/ DOUBLE STAINLESS STEEL STRAPS & NEOPRENE GASKETS. SADDLES SHALL HAVE I.P.S. FEMALE THREADS. ® CONTRACTOR SHALL FURNISH & INSTALL PRIVATE SERVICE LINE SHUT—OFF VALVE & RISER. FOR CAPITAL PROJECTS, SEE CONTRACT DOCUMENTS, OTHERWISE PROPERTY OWNER TO INSTALL PRIVATE SERVICE LINE SHUT—OFF VALVE AT POINT OF CONNECTION. METER LOCATIONS: 1) WHERE LANDSCAPE STRIPS ARE PLANNED OR EXIST, THE METER & METER BOX WILL BE PLACED BETWEEN THE BACK OF THE CURB & THE SIDEWALK, ADJACENT TO THE SIDEWALK IF ROOM PERMITS; 2) WHERE THE SIDEWALK IS LOCATED ADJACENT TO THE BACK OF THE CURB OR THE LANDSCAPE STRIP IS TOO NARROW TO ACCOMMODATE THE METER BOX, THE METER Sc METER BOX WILL BE PLACED ADJACENT TO & AT THE BACK OF SIDEWALK; 3) WHERE METERS & METER BOXES ARE LOCATED IN THE STREET OR SIDEWALK OR IN LOCATIONS WHICH ARE SUBJECTED TO VEHICULAR TRAFFIC, INCLUDING DRIVEWAYS, ETC., A TRAFFIC BEARING METER BOX & LID OF APPROPRIATE LOAD RATING SHALL BE PROVIDED AS SPECIFIED (EAST JORDAN IRON WORKS, OR EQUAL). 4) LOCATE CURB VALVE IN THE METER BOX WHERE POSSIBLE & 1 FT. OUTSIDE IF NO ROOM INSIDE METER BOX IS AVAILABLE. 5) OFF STREET METER LOCATION SHALL BE APPROVED BY THE CITY. SERVICE LINE SIZE & MUELLER/FORD CATALOG NO. SCHEDULE NO. OR APPROVED EQUAL & PART 1" 1-1/2" 2" 3 DIRECT TAP OPTION: MUELLER B-2969N W/ MUELLER B-2969N W/ MUELLER B-25008N OR H-15451N OUTLET COUPLING H-15451N OUTLET COUPLING E FORD FB1000-4—Q—NL OR FORD FB500-6—NL W/ OR FORD FB500-7—NL W/ SADDLE OPTION: C14-66—Q—NL OUTLET C14-77—Q—NL OUTLET MUELLER B-20013N W/ COUPLING COUPLING 3 CORP® . STOP H-15451N OUTLET COULING OR FORD FB500-4—NL W/ F C14-44—Q—NL OUTLET COUPLING m ® CURB VALVE MUELLER B-20200N OR MUELLER B-20200N OR MUELLER B-20200N OR FORD B11-444W—NL FORD B11-666W—NL FORD B11-777W—NL 0 MUELLER B-2404R-2N W/ MUELLER B-2423—N W/ MUELLER B-2423—N W/ H-14222N INLET & H-14227N H-15428N OUTLET COUPLING H-15428N OUTLET COUPLING ® METER YOKE OUTLET COUPLINGS, 12" RISER OR FORD OR FORD W/ MUELLER H-10879 VBH76-12B-11-66—NL VBH77-12B-11-77—NL 5/8"x3/4"x1" ADAPTERS FOR W/ C84-66—Q—NL OUTLET W/ C84-77—Q—NL OUTLET U 3/4" METERS COUPLING, 12" RISER COUPLING, 12" RISER HUBBELL QUAZITE OR ARMORCAST (NOT PERMITTED FOR USE IN HUBBELL QUAZITE OR ARMORCAST (NOT PERMITTED PEDESTRIAN PATHWAYS) 13"x24"x12" FOR USE IN PEDESTRIAN PATHWAYS), 17"x30"x12" 6 METER BOX POLYMER CONCRETE BOX & COVER POLYMER CONCRETE BOX Sc COVER W/ READER LID N W/ READER LID & 2" AMR PORT Sc 2" AMR PORT & W/ (2) 2 Y2 x 3 MOUSEHOLES N W/ (2) 2 Yz X 3 MOUSEHOLES (B03173012M) o (B03132412M) " 0 COUPLING MUELLER H-15428N OR MUELLER H-15428N OR MUELLER H-15428N OR 0 FORD C84-44—Q—NL FORD C84-66—Q—NL I FORD C84-77—Q—NL r 8 SHUT—OFF MUELLER B-20200N W/ B-20298-99000 LEVER HANDLE, VALVE W/ 8" IRRIGATION BOX AND 6" PVC RISER 1 APPROVED CI NGf VEER: DATE: u=l/ WATER METER LOCATION aTr' 01/05/2021 NGTa & MATERIAL SCHEDULE o PUBLIC WORKS DEPARTMENT STANDARD DETAIL: W?0 5of526 METER MAIN LINE BYPASS METER LENGTH MIN. MIN. MIN. OLDCASTLE GRANITE SIZE FLG.TO FLG. LENGTH WIDTH HEIGHT VAULT MODEL** VAULT MODEL** 3" 3" D.I.P. 3" D.I.P. 17" 8'-4" 4'-4" 6'-2" 4484—LA 4x8 MV 4" 4" D.I.P. 4" D.I.P. 20" 8'-4" 4'-4" 6'-2" 4484—LA 4x8 MV 6" 6" D.I.P. 6" D.I.P. 24" 10'-6" 5-0" 6'-2" 5106—LA 5x10 MV 8" 8" D.I.P. 8" D.I.P. 30 1/8" 12'-0" 6'-0" 6'-5" 612—LA 6x12 MV 10" 10" D.I.P. 10" D.I.P. 41 7/8" 14'-0" 8'-0" 6'-5" 814—LA 8x14 MV r. ** OR APPROVED EQUAL N 6 • I MIN. 117 /tillowe ,, 0 !Iv-, , ,,,„.,. ..<=. I l'Agla'1 1 to gym,„r „ 3iiii OUTLET INLET 0 0 6" - - - MIN. T PLAN P 6„ NTS ,I MIN. :K/A/A/A//1° -1 II II II II II II II IIIIHIIIIIIHIIIIn 1I H A/ice/A M m 3 O # \ 3 \ ° I \ - z I 1 o t O o r V G4 N i OUTLET INLET E NI o a )a a o ) a , D a 1 \/ /� �1/1CP/1l 0 ELEVATION 13 m T NTS Page 1 of 2 I APPROVED, Cl7N GjNEER: DATE: �oF �-* - 3" OR LARGER WATER a '�r' re 01/05/2021 METER INSTALLATION c WASHFNGTON o PUBLIC WORKS DEPARTMENT STANDARD DETAILragC W?O��af326 z z_ 0 Q 0 Z I- D 0 a Z I M CC w < J LLI 5 u) _z c 0 w Lj 1- 0a > O < N m Z N D M Z H W w _1 < Q Z I O Q0 0 D LLI I (AZ > > I— I J 0 Ct 0 0 § N 0 > 0 OW O .� Z Z Z Z Q I N 0 L_ < H O J J w I N J O p < Li D W I H 0 Z Q I N 0 Li J Z I O �' r D ct U) W I = LT_ Q Q W o 1- 0 0 Z W U H U cn Z_ W J Y 0 < W Q � H Z O 0 QQ 0 Hw m 0 H (n J Z < W 00 co ? Y 5 Q 0 CC H > I U J Z J 0 0 O O < O W Q ZCC U O Q Q 0OQ J W� 0 0 0 Z CO W W Y J H U > E — 0 U H O J OEt 1 QH w 0 00 � O w ww L I Q 0 co Q ~ J 0 m W O I- HZ W 0 Z w U � W w I 1- Z w m V)J 0 Q Q w Q J O o Q \Q D 0 N� Z Z z 0 Li I— Z w m W N w v Ct U O �� w O Q w m 0 O W ( 0 W 0 Q O 0 W W J C J , D LLJ O W Z OU Z 0 �Q 0 m > 0 a 0 W W — N(/) 0 j JZ i 0 0 0 LLI C3 O- OI J J J 0 LA )-O O �W O 3 0 w ? O (X U N 0 m J O J H O cK 0 j JZ I w > N (n 0w N 0 dm �U p o m Q � 0 in Q Qa O < 0 D ~J H r U W Z 0 3 >- 00 ir) > >ct = N ~ 0 E UQ 0 0 L� Wm w2 Z co 0 O I w 0 w < 0 W> Z W U H J m~ o N LZ N 0 0 H E m > WW J Q Z Y J I cn W N Q 0 g id 00 0 Q O j U~ Z � OQ H OW mo N mN QO O 3 O Q � Q U 0 0 OzZ 0 CI' I- W ZU •-J c U Z ZZ N> Q co 1 ci O I in z U1- Q < O O QI Z H 0 0 I Q� N(� L.d W , I p H I co 0 N 0 c ~ z d z N N Q (n m ct D z U cr, cV d Z m 03 Q c Z w0 <0 J 01 Q N. ,--: Q J J ct m L� co U J p° Cn H Z CC U > U W u) X Uj W J 0 M M 0 U) QCo J I CO Y I w LLJ W H 0 w wLn c w < W D D d W - \ QN w 0 N `0 0 (n in J < G W O K) 0 0 0 (n a_ v.)w N in Z I Z I Z o O 0 L_ H Q W c �_ 0 < wN z w H b 0 w Z O Z 2 Z — — M N N N w m d 0 >= O m < Q JQ J0 W U 2 Q 0 ~(n— LT > < J co < _IW H w 0 u 0 _I a. Q Z O o z QU) 0J 0 I- 0 000 0 O O 00 O O (DC)(DC) N N I— o N CC N Q O a N C O >,T Page 2 of 2 F, APPROVE C1 , NGf NEER: DATE: caroF��' - 3" OR LARGER WATER `�r' to 01/05/2021 ; a=�m''� WASHINGTON METER INSTALLATION s PUBLIC WORKS DEPARTMENT STANDARD DETAIL' —1'6af of ' 4 WA ER CI VALVE BOX DROP COVER, PER STD. DETAIL W-18 NOTE: i - 18" CI VALVE BOX TOP, PER STD. 1F DEPTH OF NUT IS GREATER DETAIL W-18 THAN 7 FEET, CONTRACTOR TO PROVIDE NUT EXTENSION 5" DIAA C.I. SOIL PIPE �OR APPROVED EQUAL) C.I. VALVE BOX BOTTOM (OR - - LENGTH AS NEEDED, PER APPROVED EQUAL) LENGTH AS STD. DETAIL W-19 NEEDED, PER STD. DETAIL W-19 2" SQUARE /pff: / OPERATING NUT r _11_44 ;14. 4 .1,1(L_E_ _11 g APPROV BY !ITY ENGINEER: DATE: cs, =. _ VALVE WRENCH 515 Jri ti EXTENSION PQ a 208 of 26€ o CO NITY ELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: W-17.1 I ALIGN LID EARS WITH DIRECTION OF MAIN 7 g liirEN,ii= v.3-..1: TOP VIEW 1 TOP VIEW Sa 6 7/8" _ ��8, I 63/„ 1ii -- \7 1 c BOTTOM VIEW " 0 "(0 1 T- ro i I ; . co 9�4„' DI A. �-i 47 8 i ' 1 it x 61 CJ 1 VALVE BOX 7�/16 1. DROP COVER NOT TO SCALE 18" CAST IRON VALVE BOX TOP & COVER NOT TO SCALE APPROVED BY CITY NEER: DATE: c r' r C.I. VALVE BOX TOP & G tx 6 G-vLAI /2 z6 .' 1, N VALVE BOX RV3EpR7,1Q FR PUBLIC WORKS EPART ENT STANDARD DETAIL: \A F.3 5 3/8" 0 -- .-- 5 3/16" 0 1/2" 0 al .y 1, V 9 E• P# 5co A G • H I, — 6 13/16" 0 T M • 1 A 6 1/8" 0 N 17 n G c,.! I (Jo & — ) 5 5/16" 0 1 a 5 3/8" 0 _ _ T = = 5 3/8" 0 5 5/16" 0 -LI = 1 E i 1" LETTERS 6 1/8" 0 - I I ' = (TYP.} in 6 13/16" 0 C° H P# 5 E 1 SINGLE HUB 5" C.I. SOIL PIPE 4 A G T M VALVE BOX EXTENSION fl A °' NOT TO SCALE N * i—{ ' - 5 5/8" 0 0 i 5 1/8 0 _ I & D f DOUBLE HUB 5" C.I. SOIL A PIPE VALVE BOX EXTENSION T a• z .-, NOT TO SCALE E m N E. �-- ¢ a z 2 `N Q E p r co _Ja I i 1 J ., I — ...- - 71/2 0 0 -v---13/16" 0 h , - 8 3/4" 0 s C.I. VALVE BOX BOTTOM NOT TO SCALE a g APPROV a BY CITY ENGINEER: DATE: r��� --��.:.. 5" C.I. SOIL PIPE VALVE BOX EXTENSION 2V� t� � � & C.I. VALVE BO?�' T2[ �of 26``t F. CO NI VELOPMENT & P BLIC WORKS DEPT. STANDARD DETAIL: W-19.1 1 PUBLIC PRIVATE DOMESTIC WATER METER SIZE OF SERVICE TO DOMESTIC I i MATCH METER SIZE WATER LINE D4 z ^ § w z a z BACKFLOW IRRIGATION J PREVENTION N METER - ASSEMBLY D — IRRIGATION >- LINE *GATE VALVE BACKFLOW OR CORP STOP PREVENTION DEPENDING ON ASSEMBLY METER SIZE FIRE SPRINKLER LINE TO EACH BUILDING � � SHALL HAVE BACKFLOW PREVENTION ASSEMBLY INSIDE BUILDING 5 NOTES: 1. CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS. 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. 0 * 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. 2 J O O O O O O C O Ot I APPROVED B TY INEER: DATE: cmrop.�^* - NON—SINGLE FAMILY aN� yes 01/05/2021 =_; '=`.1"41 SERVICE LINES WASHINGTON o PUBLIC WORKS DEPARTMENT STANDARD DETAIL: gcW1128f32681 0 x Z X U ' 0I— 0 La CL N r+, CD V) G7 CL Z �„:' Q ii l Q � sus - 0 c� w co Cl- D_ r areas Y Z r. 00 < I arm 0 'a' O _IZ Dye 1 ewr � m0 1-- W < D ■�� 0 � N0 E CD L_ •sees s ` :'. 441 - '! '/\:\ t1.4)\/( ram pm- f f 3 O LIJ 02 1 '� OS a 4s1_ J s r F !PI�! Q `,-,)./y,4.,-:.;>rN-.,,'. ., W f ,,,- ik,-4 T.4fad W /fir}rC ff LA g a 'XVW 8z ti - r NIW „8l Z 0 rEP a �a ` n a d_I 1 -F- 1±-. LI] l ._((--- I .‘ i a m r w ,i :O. Z O riCL ,_ cn [N2 f APPROVED Y CITY ENGINEER: DATE: c Iry of ��` . EMP. COMBINATION HYDRANT METER/ Ac1&7et�'ZC]`� " WAS INGTON REDUCED PRESSURE B ELO 2 23; COM ITY IZf ELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: W-21.1 PUBLIC PRIVATE LIJ INSULATED ce❑ z PROTECTIVE ENCLOSURE 6" MIN. ~ TIP. rYIz WW cLIm cLi a FROM WATER �-- _ iI �f * �, TO DOMESTIC OR METER OR `'�'`� i° �'�-' �!� - - Or- INDUSTRIAL USE MAIN PROPERTY OWNER TO 3" i PLAN INSTALL AND MAINTAIN MIN. VALVE AT THE POINT NTS OF CONNECTION 3" MIN. WHEN INSULATED PROTECTIVE VALVE IS 3 ENCLOSURE FULLY OPEN MIN. , � DOH APPROVED , REDUCED PRESSURE 1v 3" MIN. WHEN BACKFLOW ASSEMBLY VALVE IS FULLY OPEN ---- . 3" MIN. TYP. 6" MIN. > INSTALL UNIONS TYP. P' • = r = 2" AND SMALLER I_ • I - fFOR SECTION z Ftt � r �, ��l ASSEMBLIES NTS i IF �'� �T/ DRAIN, TYP. N -- y-BOTH ENDS N , 1 -r- r----i- [ I I [77-7 ' L-71 I 17, z 12» MIN. Nik o CONC. III. rn SLAB oilPVC SLEEVE ELEVATION ts NOTES: NTS 'C 1 . INSULATED PROTECTIVE ENCLOSURE MUST COMPLY WITH THE AMERICAN SOCIETY OF SANITARY L 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. 1 2. RPBA SHALL BE INSTALLED ADJACENT TO THE METER AND HAVE NO BRANCH CONNECTION BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. C 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 c TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER'S EXPENSE. a 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. APPROVED ITY EN ER: . DATE: U7YPF- REDUCED PRESSURE BACKFLOW ASSY. de,( es r.tl /2,4 4ram WASHINGTON (OUTSIDE INSTALBWAI )13 of 263 ;;" PUBLI WORKS DEPARTMENT STANDARD DETAIL: W-22.2 PUBLI PRIVATE PROPERTY OR ;\1— EASEMENT LINE FROM WATER ' , .' ,..�,u �„�, �,.��,�; , TO DOMESTIC OR METER OR MAINji.-' �� ``'' CIITIC''`''' INDUSTRIAL USE PROPERTY OWNER TO • • c° INSTALL AND MAINTAIN •ti VALVE AT THE POINT r OF CONNECTION PLAN NTS a 3" MIN. FROM ANY OBSTRUCTION WHEN BUILDING WALL, TYP. VALVE IS FULLY OPEN DOH APPROVED BUILDING .1" ' REDUCED PRESSURE WALL, TYP. ___ z BACKFLOW ASSEMBLY f 4, 3" MIN. FROM ANY 6" MIN. • ii OBSTRUCTION WHEN TYP. 6" MIN. VALVE IS FULLY OPEN _ TYP. CONCRETE SLAB INSTALL UNIONS TYP. FOR 2" AND SMALLER (BUILDING FLOOR) SECTION �`� ✓ NTS .• ` '�I���� llli�!�I���'l lir l�, ASSEMBLIES CONCRETE SLAB li "' • I r-- (BUILDING FLOOR) N E Z cL 12" NM 3 00 o MIN. t 3 f, - —tea--� H -11# 0 PROPERTY OR EASEMENT LINE ELEVATION v NOTES: NTS 0 v c 0 65 1. RPBA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE P. METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 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 1 AN INCIDENT AT OWNER'S EXPENSE. si 3. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY N THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. N 4. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. W 0 5. ADEQUATE DRAINAGE MUST BE PROVIDED. APPROVED 7 C NG1NEER: DATE: AoF- _= REDUCED PRESSURE BACKFLOW ASSY. .. mot. re�ti►7 01/05/2021 (INSIDE INSTALLATION) PUBLIC WORKS DEPARTMENT J WASHINGTON STANDARD DETAIL �'3VP1fG& PUBLIC PRIVATE w z o PROTECTIVE ENCLOSURE MUST PROVIDE SPECIFIED ffi I CLEARANCES, SEE NOTE 5 11 I w o (1) V v v v v v v❑ W P v v v P v 9 v O P O G ❑vvvv FROM WATER METER _ V TO DOMESTIC METER OR MAIN OR INDUSTRIAL~ USE PROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AT THE PLAN POINT OF CONNECTION , NTS PER NOTE 5 MIN. - - MIN. 12 j I UNION I o z I UNION 4" MIN. 6" MINIMUM PEA GRAVEL ELEVATION NTS `�. NOTES: s 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". g 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 e TY ENG1 R; DATE: 'TY •.. DOUBLE CHECK VALVE ASSEMBLY . u 12 � /� WASI-EINCTON (OUTSIDE INSTALe��®I }15 of 263 c PUBLIC WORKS EPARTMENT % STANDARD DETAIL: W-24.2 I 1 6" MIN. -Th.! WALL FROM WATER „jam _ _ f � 1111-' 7\}ir_ TO DOMESTIC OR METER OR MAIN 1 - l - INDUSTRIAL USE WALL L: 1 I II 6" MIN. PLAN NTS ` J J J J Q Q c 6" MIN. } i+ MIN. - --� f .. -... ti -.gel- -a- UNION J LUNION FLOOR 6" MIN. s[ ELEVATION Ij NTS P o,' NOTES: ✓• 1. BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER t TESTING AND MAINTENANCE. A MINIMUM OF 6" SIDE CLEARANCE BETWEEN DCVA AND y WALL OR ANY OBSTRUCTIONS AND A MINIMUM OF 6" CLEARANCE BELOW ASSEMBLY SHALL BE PROVIDED. s 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 4 THE METER AND THE BACKFLOW ASSEMBLY. INSTALL DCVA HORIZONTALLY. G 4. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE 2 DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY 1S REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER'S EXPENSE. tE T 5. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED hi BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. s 6. TWO SUPPORTS, EITHER WALL OR FLOOR, ONE ON EACH SIDE OF THE ASSEMBLY, MUST FIRMLY ANCHOR THE ASSEMBLY. ,P,• APPROVED 8 ENGINE : DATE: ST,,: _ DOUBLE CHECK VALVE ASSEMBLY /�7/ (INSIDE INSTALLR 1 16 of 268 , a'e.- t' // wes�i�crnw WE PUBLIC ORKS [fEPARTMEN STANDARD DETAIL: W-25.2 1 CITY OFi-J - V I x K AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5605 (Tate) July 27, 2021 Department: Attachments: Budget Impact: Community Development Resolution No.5605 Current Budget: $0 SSHAP Intertowrnmental Agreement Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council to Approve Resolution 5605. Background for Motion: Proposed Motion Summary: Resolution 5605 authorizes the Mayor to enter into an Intergovernmental Agreement with Pierce County, the Puyallup Tribe and several Pierce County cities for the purposes of working collaboratively on affordable housing strategies, actions, and investments within Pierce County. Background Summary: The SSHAP IGA is similar to the Interlocal Agreement (ILA) that the City of Auburn entered into when the South King Housing and Homeless Partners (SKHHP)was formed (An IGA and ILA are synonymous — an ILA is the preferred term for King County and an IGA is the preferred term for Pierce County). SSHAP has a very similar function, purpose, and organization as SKHHP. The SSHAP IGA declares that all participants have voting rights, that all participants share a common objective but are able to pursue different approaches and methods within their municipality, and that each participant would contribute a relatively modest annual fee to help cover the costs of this work. What would the IGA do if enacted? 1. Establish a common set of housing goals across Pierce County. 2. Establish one municipality as the Administering Agency for SSHAP. 3. Create an Executive Board made up of elected officials representing each participating municipality. 4. Create an Advisory Board that will help guide SSHAP initiatives and programs. 5. Establish a mechanism for funding housing initiatives and programs, including capital expenditures to acquire housing. 6. Create a staff position (or positions) that will support the efforts of SSHAP. Page 217 of 268 7. Establish rules, procedures, voting methods and other operational details defining how SSHAP will function. If adopted, the annual budget commitment would range between $2,000 to $5,434 depending upon the number of municipalities that sign on to the ILA and range of budget options that are selected under the draft ILA. Reviewed by Council Committees: Councilmember: Mulenga Staff: Tate Meeting Date: August 2, 2021 Item Number: RES.E Page 218 of 268 RESOLUTION NO. 5605 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE AN INTERLOCAL AGREEMENT BETWEEN PIERCE COUNTY, THE PUYALLUP INDIAN TRIBE AND SEVERAL PIERCE COUNTY CITIES FOR THE CREATION AND OPERATION OF SOUTH SOUND HOUSING AFFORDABILITY PARTNERS (SSHAP) WHEREAS, the cities of cities within Pierce County, the Puyallup Indian Tribe and Pierce County share a common interest in addressing homelessness; and WHEREAS, the parties wish to enter into an Interlocal Agreement for the creation and operation of South Sound Housing Affordability Partners (SSHAP); and WHEREAS, SSHAP will formulate affordable housing policies and programs specific to Pierce County, complimenting current efforts by public and private organizations to address housing needs locally; and WHEREAS, the most efficient and expeditious way for the parties to address affordable housing needs is through cooperative action and the pooling of public and private resources. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RESOLVES as follows: Section 1. The Mayor is authorized to execute an Interlocal Agreement between Pierce County, the Puyallup Tribe and other Pierce County cities for the creation and operation of South Sound Housing Affordability Partners, which agreement will be in substantial conformity with the agreement attached as Exhibit A. Resolution No. 5605 July 27, 2021 Page 1 of 2 R .2019 gage 219 of 268 Section 2. The Mayor is authorized to implement those administrative procedures necessary to carry out the directives of this legislation. Section 3. This Resolution will take effect and be in full force on passage and signatures. Dated and Signed: CITY OF AUBURN NANCY BACKUS, MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Resolution No. 5605 July 27, 2021 Page 2 of 2 R .2019 gage 220 of 268 Intergovernmental Agreement for SSHA3P South Sound Housing Affordability Partners (Effective Date : Date of Execution) This Intergovernmental Agreement ("Agreement") is entered into by and between the Cities of ??, Pierce County (each municipal corporations and political subdivisions of the State of Washington) , and the Puyallup Tribe of Indians, a federally- recognized Indian tribe (the Tribe) Individually each member of SSHA3P is a "Party" and collectively, the "Parties" . This Agreement relates to the creation and operation of a joint undertaking among the Parties hereto to be known as the South Sound Housing Affordability Partners ("SSHA3P") . This Agreement is made pursuant to the Interlocal Cooperation Act, chapter 39 . 34 RCW, and has been authorized by the legislative body of each government . WHEREAS, the recent increases in the cost to purchase or rent housing in Pierce County has resulted in more than one-third of all households in the county considered cost-burdened, paying more than 30% of their income for housing costs; and WHEREAS, in the past decade increases in Pierce County median home sales prices (108%) and rental rates (78%) have dramatically outpaced the increases in median household incomes (10%) ; and WHEREAS, the recent global pandemic has placed new pressures on the housing market, with the economic downturn resulting in many households unable to afford rent or mortgage payments, anticipated increases in the number of evictions and foreclosures (including among those small rental property owners who have not been receiving rental payments) , and at the same time increased demand for purchasing homes due to historically low interest rates and the large increase in the number of those now working remotely; and WHEREAS, the Parties have a common goal to ensure the availability of housing that meets the needs of residents and workers at all income levels in Pierce County, including but not limited to families, veterans, and seniors; and WHEREAS, the Parties share a common goal to eliminate housing inequities for all races, ethnicities and other vulnerable or marginalized communities and geographic locations in Pierce County; and 1 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 221 of 268 WHEREAS, the Parties wish to provide a sound base of housing policies and programs in Pierce County and to complement the efforts of local governments and existing public and private organizations to address housing needs in Pierce County; and WHEREAS, the Parties wish to act cooperatively to formulate policies that create access to affordable/attainable housing policies and strategies that address housing stability by helping homeowners and renters stay in their homes, ensure an ample housing supply that remains affordable for all income levels, provide incentives for affordable/attainable housing for lower and middle income households, foster efforts to preserve and provide access to affordable/attainable housing by combining public funding with private-sector resources, and support implementation of the goals of the Washington State (the "State") Growth Management Act, related countywide planning policies, and other local policies and programs relating to providing access to affordable and attainable housing, and to do so efficiently and expeditiously; and WHEREAS, the Parties have determined that the most efficient and effective way for the Parties to address access to affordable and attainable housing needs in Pierce County is through cooperative action and pooling their resources to create a larger scale of activities than any one Party could accomplish on their own, achieve economies of scale, and leverage other public and private resources; and WHEREAS, the intent of this cooperative undertaking is not to duplicate efforts of non-profit corporations and other entities already providing affordable/attainable-housing-related services; and WHEREAS, a cooperative work plan with a primary focus on the production and preservation of affordable/attainable housing, is needed because the lack of access to affordable/attainable housing is one of the key contributors to homelessness; WHEREAS, the Parties are each empowered to promote the public health, safety, and welfare, pursuant to RCW 36 . 32 . 120 (7) , RCW 35 .22 . 195, and RCW 35A. 11 . 020; and WHEREAS, the parties are authorized by Revised Code of Washington 39 . 34 to enter into agreements for the joint exercise of governmental powers . 2 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 222 of 268 NOW, THEREFORE, the Parties agree to the above Recitals and the following terms and conditions : 1 . DEFINITIONS . The following terms used in this Agreement are defined as follows : a. Administering Agency - One or more of the Parties that will provide administrative support services on behalf of SSHA3P. The role of the Administering Agency will be to serve as the fiscal agent for SSHA3P, in accordance with the requirements of chapter 39 . 34 RCW, and provide space and administrative support for the SSHA3P staff. These roles could be provided by one Party or the roles could be split and provided by two Parties . b. Advisory Board - A board consisting of 15 to 20 community members and/or key stakeholders appointed by the Executive Board to provide advice and recommendations to the Executive Board on policy needs related to housing stability, program design and development, land and/or funding resource allocation for enhancing access to affordable/attainable housing projects, and other immediate affordable/attainable housing needs, and to provide public education and community outreach support . c. Area of Activity - The area in Pierce County where SSHA3P is expected to conduct its work, and where future expansion of SSHA3P membership could occur, as further described in Exhibit A. d. Direct Service Housing - Direct service housing programs may include but are not limited to relocation assistance programs, rent voucher and/or deposit loan programs . e . Executive Board - The governing board for SSHA3P comprised of members as provided herein, which will act on behalf of all Parties and as may be in the best interest of SSHA3P in order to carry out the purposes of this Agreement . f. SSHA3P Fund - A fiduciary fund established by the Administering Agency, as authorized by RCW 39 . 34 . 030, to be known as the "Operating Fund of the SSHA3P Executive Board" . Within the SSHA3P Fund may be established various subfunds and/or subaccounts including but not limited to a "SSHA3P Operating Account" and a "Housing Capital Funds Account" . i . SSHA3P Operating Account - A subaccount or subfund created by the Administering Agency for the receipt of contributions from the Parties and other private or public 3 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 223 of 268 entities, for the purpose of paying for the operations of and supporting the SSHA3P annual budget . ii . Housing Capital Funds Account - A subaccount or subfund established by the Administering Agency within the SSHA3P Fund for the purpose of administering the voluntary contributions of Parties, or other public or private entities, to affordable/attainable housing projects and programs, to be known as the SSHA3P Housing Capital Funds Account . The amounts in the Housing Capital Funds Account will be held and disbursed by the Administering Agency. Individual Account (s) - One or more subaccounts or subfunds established within the Housing Capital Funds Account for each Party to this Agreement that chooses to contribute to the Housing Capital Funds Account . Contributions to an Individual Account from a Party may be released only upon, and in accordance with, the written direction of that Party. g. SSHA3P Executive Manager - The managing lead staff for SSHA3Pwill be responsible for carrying out the SSHA3P annual work plan, as developed by the Executive Board, and other terms of this Agreement . The Executive Manager will be an employee of the Administering Agency subject to the human resource rules and requirements of that agency. h. SSHA3P Staff - The full-time and part-time staff hired or assigned by the Administering Agency with the responsibility for carrying out the SSHA3P work plan, under the direction of the SSHA3P Executive Manager. 2 . PURPOSE . All Parties to this Agreement have responsibility for local, regional and tribal planning for the provision of housing affordable to residents that work and/or live in Pierce County. The Parties agree to act cooperatively to formulate housing policies that address access to affordable/attainable housing, housing stability and to foster efforts to preserve and create affordable/attainable housing by combining public funding or other resources with private-sector resources . In order to accomplish the purposes of this Agreement, the Parties agree to create a joint, voluntary and cooperative undertaking responsible for administering the activities described herein. The cooperative undertaking among the Parties will be called the South Sound Housing Affordability Partners ("SSHA3P") . The Parties further intend that this Agreement serve as a framework for all participating municipalities within the broader SSHA3P Area of Activity to do the aforementioned work. It is the intent of the 4 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 224 of 268 Parties to create a collaboration that involves members representing broad geographic diversity across the county, governments of different sizes, and regional perspectives about affordable, attainable and accessible housing needs and solutions . The Parties encourage other cities and tribes and other public and private entities in Pierce County within the SSHA3P Area of Activity to join the Parties in this endeavor. 3 . STRUCTURE; CREATION OF JOINT BOARD. By executing this Agreement, the Parties hereto create a joint board pursuant to RCW 39 . 34 . 030 (4) to govern SSHA3P. The joint board created by this Agreement will be called the "Executive Board" and will be composed of members as provided for in Section 5 .a of this Agreement . The Joint Board created in this Agreement is not a separate legal or administrative entity within the meaning of RCW 39 . 34 . 030 (3) . The Executive Board will act on behalf of all Parties and as may be in the best interest of SSHA3P in order to carry out the purposes of this Agreement . The Executive Board is not authorized to own assets or have employees . 4 . RESPONSIBILITIES AND AUTHORITY. In order to carry out the purposes of SSHA3P and this Agreement, the Executive Board will have the responsibility and authority to : a. Create and implement an annual work plan approved by the Executive Board to guide the work of SSHA3P Staff. The work plan will include activities that may benefit multiple participating jurisdictions or individual jurisdictions . The work plan activities will be consistent with the purpose described in this Agreement . The Executive Board will determine how it will track, monitor and report on progress on the work plan and the timeliness of deliverables . For purposes of accountability and transparency, this will include methods for timely reporting to members and to the public. b. Make decisions regarding the allocation of public and private funding deposited into the SSHA3P Housing Capital Funds Account for the purpose of enhancing access to affordable/attainable housing. c. Recommend to the Administering Agency to enter into agreements with third parties for the use and application of public and private funds contributed by individual Parties to the SSHA3P Fund, including the Housing Capital Funds Account established in Section 14, under terms and conditions as may be agreed by the individual contributing Parties, as further described in Section 14 . At least annually, report to the Parties on the geographic 5 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 225 of 268 distribution of all housing capital funds as recommended by the SSHA3P Executive Board. d. Guide the SSHA3P Staff in the performance of the following duties : i . Provide recommendations to the Parties regarding local and regional policies to improve access to affordable/attainable housing. SSHA3P Staff may assist the Parties in developing strategies and programs to achieve State Growth Management Act housing goals, growth targets, local Comprehensive Plan Housing Element goals, and local housing strategy plans, as appropriate . ii . SSHA3P Staff may provide technical assistance as requested to any Party considering adoption of land use incentives or requirements, or programs to enhance access to affordable/ attainable housing. SSHA3P Staff may research model programs, develop draft legislation, prepare briefing materials and make presentations to planning commissions and councils on request by a Party. SSHA3P Staff may assist Parties in developing strategies and programs to implement county-wide affordable/attainable housing policies to meet State Growth Management Act objectives, growth targets, local Comprehensive Plan Housing Element goals, and local housing strategy plans for an equitable and rational distribution of low- and moderate-income housing. iii . Facilitate cooperation between the private and public sector with regard to the provision of and access to affordable/attainable housing. SSHA3P Staff may communicate directly with private developers, financial institutions, non-profit corporations and other public entities to assist in the implementation of affordable/attainable housing projects . SSHA3P Staff may work directly with any Party to provide technical assistance with regard to the public funding of affordable/attainable housing projects and the implementation of affordable/attainable housing regulatory agreements for private developments . 6 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 226 of 268 iv. SSHA3P Staff may also identify public and private sites that are available for affordable/attainable housing and develop housing alternatives for such sites . v. After the Housing Capital Fund is created, develop standard regulatory agreements acceptable to private and public financial institutions to facilitate the availability of funding for private and public projects containing affordable/ attainable housing, and other documents and procedures as appropriate . vi . Provide other technical advice to any Party upon request and, as staff capacity allows, enter into agreements to provide technical assistance to other public entities on a reimbursable basis . vii . Provide support and educational activities and to monitor legislative and regulatory activities and proposed policy changes related to enhancing access to affordable/ attainable housing at the county, state and federal levels . Ensure that the Parties to this Agreement have a strong Pierce County voice in federal, state and regional decision making regarding affordable/attainable housing programs, policy and funding. All lobbying activities will comply with state laws and regulations . viii . After the Housing Capital Fund is created, develop and carry out procedures for monitoring of affordable/attainable units and to administer direct service housing programs on behalf of any Party. ix. Work directly with other public and private entities for the development of affordable/ attainable housing policies and encourage the provision and preservation of affordable/ attainable housing. x. Work with the Advisory Board appointed under this Agreement and Pierce County agencies and organizations working on regional housing stability and access to affordable and attainable housing, identify trends and promising practices, and mobilize those agencies and organizations to 7 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 227 of 268 support Pierce County positions in regional, state and federal decision-making forums . xi . Support public and private fundraising efforts of public and private entities (including non-profit corporations) to raise funds to carry out the purposes of this Agreement . Enter into agreements with those entities for the use of such funds in order to carry out the purposes of this Agreement . xii . As recommended by the Executive Board, accept public and private funding, receive and invest those funds in accordance with State and Federal law, and take other appropriate and necessary action to carry out the purposes of this Agreement . 5 . EXECUTIVE BOARD. a. Membership. SSHA3P will be governed by an Executive Board composed of individuals who represent the perspectives of their governments . • For cities/towns : Members will either be Mayors or, as designated by the Mayor, Council members or a City Manager/Administrator. • For tribes : Members will be the Tribal Council Chair or a member of the Tribal Council as designated by the Chair. • For the county: Members will be the County Executive, and the County Council Chair (or their designee) . Each Party will have one vote on the Executive Board. For purposes of voting, the County shall be considered an individual Party and entitled to one vote. The vote will be split equally between the County' s two Executive Board members . Municipalities, local governments, tribes and public agencies within the Area of Activity may become Parties to this Agreement with representation on the Executive Board described in this Section 5, upon satisfaction of the requirements of Section 20 . The Executive Board will administer this cooperative undertaking under the terms of this Agreement and under any procedures adopted by the Executive Board. b. Officers . The Chair and Vice Chair of the Executive Board will be elected by the members of the Board from the Board membership. The Chair, or in their absence the Vice Chair, will preside over all meetings of the Executive Board; and will, in the 8 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 228 of 268 absence of an Executive Manager provided for in Section 6 of this Agreement, process issues, organize meetings and provide for administrative support as required by the Executive Board. The Chair will serve a one-year term, but may be reelected by the Executive Board for one additional term. c. Alternate Member. Each member of the Executive Board may designate one alternate member who will serve in the place of the member on the Executive Board during the member' s absence from a meeting. Notice of the designation will be provided to the Chair of the Executive Board. An alternate member may only vote on behalf of the Party if the Chair has received written notice of the alternate' s appointment . It is not intended that alternates will serve on the Board in an ongoing capacity. d. Powers . It is intended that the Executive Board will serve as a decision-making body for SSHA3P. The Executive Board will have the power to : i . develop and recommend an annual budget and annual work plan for SSHA3P and oversee the management of the SSHA3P Fund; ii . adopt procedures for the administration of SSHA3P (including securing any necessary legal counsel as needed) and for the conduct of meetings; iii . make recommendations to the Parties concerning planning, policy, programs and the funding of projects to enhance access to affordable/attainable housing; iv. establish policies for the expenditure of SSHA3P budgeted items; v. work with the designated Administering Agency (see Section 6) to carry out the terms of this Agreement; vi . work with the Administering Agency to establish a special fund within the Administering Agency as authorized by RCW 39 . 34 . 030, to be known as the "Operating Fund of the SSHA3P Executive Board" ("SSHA3P Fund") within which Fund may be established various accounts and subaccounts including but not limited to a "SSHA3P Operating Account" (into which will be deposited funding for the SSHA3P operating budget) and a "Housing Capital Funds Account"; vii . hold regular meetings on those dates and at those places as the Executive Board may designate; viii . recommend that the Administering Agency enter into contracts and agreements for the provision of personnel and other necessary services to SSHA3P, 9 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 229 of 268 including accounting and legal services and the purchase of insurance, and advise the Administering Agency to execute such other contracts, agreements or other legal documents necessary with public and private entities for SSHA3P to carry out its purposes; ix. work with the Administering Agency to : establish the responsibilities for the SSHA3P Executive Manager, conduct the hiring process and performance review for that position and direct and oversee the activities of the SSHA3P Executive Manager; x. create a recruitment process and appoint members of the Advisory Board; xi . assist with incorporating and/or work with a non- profit corporation to accept grants, donations and other funds on behalf of SSHA3P and recommend the Administering Agency to enter into contracts or other agreements with such agency for the use of those funds to carry out the purposes of this Agreement; and xii . take whatever other action is necessary to carry out the purposes of this Agreement . 6 . ADMINISTRATION AND OVERSIGHT . The Executive Board will have final decision-making authority on behalf of SSHA3P over all legislative priorities and administrative matters within the scope of this Agreement. The Executive Board may delegate responsibility for general oversight of the operations of SSHA3P to an Executive Manager. The SSHA3P Executive Manager will submit quarterly budget performance and progress reports on the status of the work program elements to the Executive Board and annually to the legislative body of each Party. The reports and their contents will be in a form acceptable to the Executive Board. The Executive Board will, by two-thirds supermajority vote, designate one or more of the Parties to serve as the Administering Agency, which will provide administrative support services on behalf of SSHA3P. To change the Administering Agency, the Executive Board will, by two-thirds supermajority vote, designate one or more of the Parties to serve as the Administering Agency. Each Party that serves in the capacity of Administering Agency hereby agrees to comply with the terms of this Agreement applicable to the Administering Agency in order to permit SSHA3P to carry out its purposes . SSHA3P will be staffed with personnel funded by the Parties and/or independent contractors contracting with the Administering Agency on behalf of SSHA3P. 10 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 230 of 268 Any Party providing personnel to SSHA3P will remain solely responsible for the continued payment of all compensation and benefits to those personnel as well as for any worker' s compensation claims . All Parties will cooperate fully in assisting SSHA3P to provide the services authorized in this Agreement . 7 . MEETINGS OF EXECUTIVE BOARD. a. Frequency. The Executive Board will meet as often as it deems necessary, but not less often than quarterly. Executive Board meetings will comply with the requirements of the State Open Public Meetings Act (OPMA) . b. Quorum. A quorum at any meeting of the Executive Board will consist of the Board members (or alternates) who represent a simple majority of the Board' s membership. c. Action. No action may be taken except at a meeting where a quorum exists . Action by the Executive Board requires an affirmative vote by a majority of the Board members present at a meeting, provided however, that a supermajority (two-thirds of all Board members) will be required to change the Administering Agency, or to modify the proposed contribution methodology for dues and assessments (see Section 15) . Official action by the Executive Board may be conducted by motion, resolution, declaration, or such means as determined to be necessary by the Executive Board in their procedures for conducting meetings (referred to in 5 .d above) , provided however, changing the Administering Agency or Agencies shall be completed by resolution. All official action of the Executive Board shall be recorded in its official minutes . Each Executive Board member, or his or her alternate, will have one vote on any proposed action; except that shared member voting shall be in accordance with the Executive Board' s approval under Section 5 (a) . Proxy voting will not be allowed. To the extent applicable to meetings of the Executive Board, the Executive Board will comply with applicable requirements of the Washington State Open Public Meetings Act (chapter 42 . 30 RCW) . 8 . ADVISORY BOARD. a. Purpose and Role . The Executive Board will create an Advisory Board to provide advice and recommendations on the work of SSHA3P. Specific objectives shall be to advise the Executive Board regarding: assessment of affordable/attainable housing needs for different populations in Pierce County; the development of policies and/or funding resources to meet those needs; the priorities for allocation of future SSHA3P capital resources to 11 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 231 of 268 create or preserve access to affordable/attainable housing; input on program design and development related to housing affordability and stability; suggested approaches to federal, state and regional legislative advocacy; and providing support for public education and community outreach activities . The Advisory Board will be created before the end of the first year of SSHA3P operations (with the start of the year defined as the hiring of the SSHA3P Executive Manager) . b. Membership. The Advisory Board will consist of not more than twenty (20) and not less than fifteen (15) community members and/or key stakeholders . The Executive Board will appoint members to the Advisory Board. Appointed members must have knowledge and understanding of affordable/attainable housing and be committed to the furtherance of improving access to affordable/attainable housing for all in Pierce County. Membership should reflect a geographic diversity of Pierce County cities, towns, tribes and unincorporated areas . Membership will reflect one-third consumers of affordable/attainable housing (rental and ownership housing) , one-third developers, designers, planners, managers of affordable/attainable housing, and one-third advocates and advisors who work on land use and housing issues . c. Terms . Appointments will be for a three-year term. When the Advisory Board is created, the initial terms of members shall be staggered as follows : • One-third shall be appointed for a one-year term • One-third shall be appointed for a two-year term • One-third shall be appointed for a three-year term The membership categories of the Advisory Board, described in section 8 .b above, will be evenly distributed across the three initial terms . d. Recruitment and Termination. The Executive Board will adopt procedures for the recruiting, convening and administration of the Advisory Board. A member may be removed from the Advisory Board by the Executive Board with or without cause on a majority vote of membership of the Executive Board. e . Officers . When the Advisory Board has been duly created, the members shall elect a Chair and Vice Chair, who will be responsible for working with the SSHA3P Executive Manager to set agendas and facilitate meetings . f. Conflict of Interest. Members of the Advisory Board shall comply with Ch. 42 .23 RCW, the Code of Ethics for Municipal Officers . It is the responsibility of each Board Member to declare 12 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 232 of 268 potential conflicts of interest. The Chair shall be responsible for mediating differences of opinion on these matters as they may arise . 9 . MEETINGS OF ADVISORY BOARD. a. Frequency. The Advisory Board will meet as often as it deems necessary, but not less often than quarterly. b. Quorum. A quorum at any meeting of the Advisory Board will consist of the Board members who represent a simple majority of the Board' s membership. Advisory Board members may participate in any meeting by phone and/or video conferencing for all purposes, including but not limited to voting and establishing a quorum. c. Action. No action may be taken except at a meeting where a quorum exists . Action by the Advisory Board requires an affirmative vote by a majority of those members attending a Board meeting where a quorum exists . Official action by the Advisory Board may be conducted by motion, resolution, declaration, or other means as determined to be necessary by the Advisory Board. Proxy voting is not allowed. To the extent applicable to meetings of the Advisory Board, the Advisory Board will comply with applicable requirements of the Washington State Open Public Meetings Act (chapter 42 . 30 RCW) . 10 . AGREEMENT DURATION. This Agreement will be in full force and effect for a period commencing as provided in Section 34, and ending December 31, 2023 . This Agreement will automatically renew for successive two-year terms, unless sooner terminated under the provisions of this Agreement . 11 . TERMINATION OF AGREEMENT. This Agreement may be terminated at any time by affirmative vote of a majority of the legislative bodies of the Parties to this Agreement. Parties may consider multiple factors/reasons for termination, including but not limited to the timeliness of work plan deliverables and the sufficiency of dues to support the work plan and SSHA3P staff. Upon termination of this Agreement, all property acquired during the life of the Agreement will be disposed of in the following manner: a. all property contributed without charge by any Party will revert to the contributing Party; 13 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 233 of 268 b. all property purchased on behalf of SSHA3P after the effective date of this Agreement will be distributed to the Parties based on each Party' s pro rata contribution to the overall budget at the time the property was purchased; c. except as provided in Subsection d. below, all unexpended or reserve funds will be distributed to the Parties based on each Party' s pro rata contribution to the overall budget in effect at the time the Agreement is terminated; d. all uncommitted monies in the Housing Capital Funds Account will be distributed to the Parties by remitting the total uncommitted amounts remaining in each Party' s Individual Account (as described in Section 14) to that Party; and e . each Party that has funded a project through the Housing Capital Funds Account will be substituted for the Administering Agency with regard to all project financing documents, and the Administering Agency will be released from further obligations with respect thereto . 12 . WITHDRAWAL. If a Party wishes to withdraw from participation in this Agreement, it may do so after the initial term if its Legislative Body first gives six months advance written notice to the Executive Board of its intention to withdraw, which notice will be due on or before June 30, 2023 . If notice of an intent to withdraw is timely received, withdrawal will be effective as of 11 : 59 p.m. on December 31, 2023 . The initial members of SSHA3P agree they will participate for at least through the first full term of the collaboration. After December 31, 2023, an opportunity is provided once per year for a Party to withdraw from this Agreement. Under this provision, advance written notice must be provided from the Legislative Body of any Party to this agreement to the Executive Board on or before June 30, of its intention to withdraw from participation in the Agreement, effective as of 11 : 59 p.m. on December 31st of that current year. Any Party withdrawing from this Agreement will remain legally and financially responsible for any obligation incurred by the Party pursuant to the terms of this Agreement, including but not limited to any project financing documents executed by the Administering Agency on behalf of that Party, during the time the withdrawing Party was a member of SSHA3P. A notice of withdrawal may be revoked by the Party that submitted the notice only by approval of a majority of the Executive Board to accept the revocation. Any 14 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 234 of 268 Party that provides written notice of its intent to withdraw may continue to vote on all matters before the Executive Board prior to the effective date of its withdrawal, except the budget and work plan for the following year. 13 . BUDGET . The fiscal year for SSHA3P will be January 1 to December 31 of any year. The first year budget and anticipated second year budget for SSHA3P are attached to this Agreement as Exhibit B and incorporated herein by this reference . Approval of this Agreement by the legislative body of each Party includes approval of the SSHA3P budgets through the first full term of the agreement . For subsequent years, on or before July 1st of each year, a recommended operating budget for SSHA3P for the following budget year will be prepared, reviewed and recommended by the Executive Board and transmitted to each Party. The recommended operating budget will contain an itemization of all categories of budgeted expenses and will contain an itemization of the amount of each Party' s contribution, including in-kind services, toward that budget . Contributions to the SSHA3P annual budget may also come from other public or private entities . The Executive Board will approve acceptance of those contributions . a. No recommended budget will become effective until approved by the legislative body of each Party and adopted by the Executive Board, except for SSHA3P' s first full term (2021, 2022 and 2023) . Once the legislative body of each Party has approved its contribution to SSHA3P, either separately or through its budget process, and the SSHA3P budget has been adopted by the Executive Board, each Party will be obligated to make whatever contribution (s) is budgeted for that Party. If a Party does not approve the budget in a timely manner, the Executive Board may adopt the annual budget and work plan with a two-thirds majority vote . b. Each Party' s contribution (s) will be transmitted to SSHA3P on an annual basis no later than the end of the first quarter of each calendar year, unless otherwise provided in the budget document . The Administering Agency will submit invoices to each Party for their annual dues payments . Each Party will specify the amount of its contribution to be deposited by the Administering Agency into the SSHA3P Operating Account, as well as the amount, if any, to be deposited into the Party' s Individual Account within the SSHA3P Housing Capital Funds Account established by Section 14 . c. If any Party is delinquent by more than three months in the payment of its approved operating budget contribution to 15 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 235 of 268 the SSHA3P Operating Account, that Party will not be entitled to vote on matters before the Executive Board until the delinquency has been paid. A Party' s decision not to contribute funds to its Individual Account, or its delinquency in funding the same will not affect that Party' s voting rights on the Executive Board. 14 . HOUSING CAPITAL FUNDS ACCOUNT ESTABLISHED; PROCEDURES FOR ADMINISTERING HOUSING CAPITAL FUNDS ACCOUNT CONTRIBUTIONS . If authorized by resolution of the Executive Board, the Administering Agency may establish and maintain a subaccount or subfund within the SSHA3P Fund for the purpose of administering the contributions of Parties, or other public or private entities, to affordable/attainable housing projects and programs, to be known as the SSHA3P Housing Capital Funds Account . The amounts in the Housing Capital Funds Account will be held and disbursed by the Administering Agency as described in this Agreement . a. Within the Housing Capital Funds Account, a sub- account or subfund will be established for each Party to this Agreement that chooses to contribute to the Housing Capital Funds Account . Such sub-accounts are collectively referred to as the "Individual Accounts . " The Executive Board will work with the Administering Agency to create policies and procedures for the release of those funds . b. A subaccount may be established within each Individual Account for each project or program funded in whole or part by a Party from its Individual Account . Such sub-accounts are referred to as "Project Accounts . " The intent is to create a structure that enables each Party to easily track the use of their contributed funds . c. The Administering Agency will maintain records sufficient to separately track the deposits, withdrawals and interest earnings, within each Individual Account and each Project Account, and will provide quarterly reports to all Parties as to the status of funds in each Individual Account and Project Account . The Administering Agency' s responsibilities under this Section may be delegated to the SSHA3P Executive Manager to the extent consistent with applicable law and as the Administering Agency and Executive Board may agree . d. Funds transmitted to SSHA3P for deposit in the Housing Capital Funds Account will be held by the Administering Agency on behalf of SSHA3P until directed for application by the contributing Party (as described in 14 .a. above) . Uncommitted funds in an Individual Account will be remitted to the contributing 16 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 236 of 268 Party within 45 days of receipt of written request from the Party signed by its chief executive officer, or upon the Party' s withdrawal from SSHA3P in accordance with the terms of Section 12, or on the dissolution of SSHA3P per Section 11 . e . Funds held by the Administering Agency on behalf of SSHA3P will be subject to laws applicable to public funds, including but not limited to limitations on investments for public funds as provided in State law and the State constitutional limitations on the gifting of public funds . Investment earnings will be credited to each Individual Account and Subaccount on a pro rata basis . f. The Executive Board will develop standard forms of approvals and agreements to be used in the application of funds contributed to the Housing Capital Funds Account (collectively referred to as "project financing documents") , consistent with the following goals and procedures : i . The SSHA3P Executive Board will authorize the application of specified amounts of Individual Account monies to projects or programs consistent with the purpose of the SSHA3P Capital Fund, and will authorize and recommend the SSHA3P Executive Manager, and the Administering Agency to take such actions as necessary to accomplish this . At least two weeks prior to the Executive Board action they will notify the individual parties whose funds will be used for such projects or programs of the various terms to accompany their authorizations, and will at a minimum include terms related to : 1 . amount of funds allocated; 2 . project description, including minimum affordability requirements, if any; 3 . nature of the funding commitment (loan, grant, or other) ; 4 . in the event the funding commitment is provided as a loan, the general repayment terms including but not limited to the term of the loan and applicable, interest rate (s) ; and 5 . a general description of the security interests, if any, to be recorded in favor of the Party. ii . For each individual housing project or program to be funded through the Housing Capital Funds Account, the developer, owner or administrator of such project or program (generally referred to as 17 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 237 of 268 the "developer") , will enter into the necessary set of agreements (project financing documents) with the Administering Agency. The project financing documents will specify that the Administering Agency is acting as administering agency on behalf of each Party that is providing Housing Capital Funds Account funding to the project or program pursuant to this Agreement and RCW 39 . 34 . 030 (4) , and will identify each participating funding Party. The project financing documents will be consistent with general forms of agreement approved by the Executive Board and the terms and conditions approved by the legislative bodies of the funding Parties . To the extent permitted by law, the project financing agreements will incorporate all terms and conditions relative to the use and (if applicable) repayment of such funds, and provide for transfer of the Housing Capital Funds Account monies from the funding Parties to the developer. iii . Funding contributions to, and repayments (if any) from, specific projects and programs will be recorded by the Administering Agency, including recording of monies deposited and withdrawn from each Party' s Individual Account and Project Accounts . Repayments (if any) under any project financing agreement will be applied pro rata to the funding Parties' Individual Accounts based on the ratio of funding contributed to the project by each Party, unless the funding Parties otherwise agree . iv. Unless the Parties funding a project or program through the Housing Capital Funds Account otherwise agree, a default, termination or other action against a developer or other third party may be declared only after securing approval in writing of the chief executive officers of funding Parties which together have contributed not less than 51% of the total SSHA3P member funding to the project . The Administering Agency will provide reasonable notice and information regarding the status of projects as necessary to each funding Party' s chief executive officer to allow them to make a timely decision in this regard. Funding Parties not consenting to such default, termination or other action will be bound by the decision of the majority. All funding Parties will be obligated on 18 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 238 of 268 a pro rata basis (based on their contributions to the project) to pay to the Administering Agency its reasonable costs and expenses incurred as a result of declaring a default, terminating an agreement or taking other action against a developer or other third party. Any funds recovered through such enforcement proceedings will be allocated to the funding Parties Individual Accounts pro rata based on their respective funding contributions to a project . v. The Executive Board may from time to time authorize the Administering Agency to administer housing project agreements entered into before the effective date of this Agreement, upon terms consistent with this Agreement and subject to the consent of the Administering Agency and the Parties to such agreements . 15 . DUES, ASSESSMENTS AND BUDGET AMENDMENTS . Contributions to the SSHA3P Operating fund will be based on groupings of like- sized cities (based on population) , or whatever contribution methodology is approved by a two-thirds majority of the Executive Board. Funding for the activities of SSHA3P will be provided solely through the budgetary process . Unless otherwise specified in this Agreement, no dues, charges or assessments will be imposed or required of the Parties except upon unanimous vote of the membership of the Executive Board and ratification by the legislative body of each Party subject to the dues, charges or assessments . An approved budget (the overall revenues and expenditures) will not be modified until approved by the legislative body of each Party and finally adopted by the Executive Board. If a Party agrees to totally fund an additional task to the work program, not currently approved in the budget, the task may be added to the work plan and the budget amended to reflect the funding of the total cost of such task by the requesting Party, upon approval by a majority of the membership of the Executive Board without approval by the individual Parties . Notwithstanding the foregoing, contributions by a Party to its Individual Account within the Housing Capital Funds Account will be solely within the discretion of that Party and are not considered "dues or assessments . " 16 . PUBLIC RECORDS REQUESTS . Each party to this agreement shall be responsible for retaining and producing the records it creates, owns or uses, in accordance with applicable public records access and retention laws and regulations . Nothing in this Section 19 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 239 of 268 is intended to require a Party to collect or produce records that are not prepared, owned, used, or retained by that agency as defined by the Public Records Act (RCW 42 . 56) , other than as provided for herein. The Administering Agency shall be responsible for maintaining and storing, in compliance with the state Public Records Act (Chapter 42 . 56 RCW) , those records of the Executive Board and Advisory Committee that are created by the Administering Agency in connection with this Agreement (SSHA3P Records) . SSHA3P records may include, but are not limited to, Executive Board and Advisory Committee meeting agendas, meeting summaries, reports, plans, budgets, and other related documents . For purposes of the Public Records Act, the SSHA3P Executive Manager shall serve as the Public Records Officer with respect to requests for SSHA3P records and the Administering Agency shall be responsible for ensuring compliance with RCW 42 . 56 . 152 (Training-Public Records Officers) . Upon receipt of a request for SSHA3P records, the SSHA3P Executive Manager, serving as the SSHA3P Public Records Officer, shall timely share the request with the Parties . In the event that the SSHA3P Executive Manager shares a request for SSHA3P records with the Parties, each party notified by the SSHA3P Executive Manager shall cooperate with the SSHA3P Executive Manager as requested to fulfill the request. Parties who receive requests for SSHA3P records or records related to SSHA3P are also encouraged, but not required, to share those with the SSHA3P Executive Manager. Each party shall indemnify and hold the other party to this Agreement harmless for any and all claims, demands, damages, lawsuits, liabilities, losses, liens, expenses including reasonable attorney' s fees and costs arising from a public records require (collectively "Claims") , to the extent attributed to the indemnitor party' s Fault . The term "Fault" as used herein shall have the same meaning as set forth in RCW 4 . 22 . 015 . This obligation to indemnify and hold the other party harmless shall survive termination of this Agreement . 17 . INDEMNIFICATION AND HOLD HARMLESS . a. Each Party will indemnify, defend and hold other Parties (including without limitation the Party serving as, and acting in its capacity as, SSHA3P' s Administering Agency) , their officers, officials, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of that Party' s wrongful acts or omissions in connection with the performance of its obligations under this Agreement, except to the extent the injuries or damages are caused 20 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 240 of 268 by another Party. If there is any recovery under this Section, the Party responsible for any wrongful acts or omissions will pay any judgment or lien arising from the acts or omissions, including all costs and other Parties' reasonable attorney' s fees . If more than one Party is held to be at fault, the obligation to indemnify and to pay costs and attorney' s fees, will be only to the extent of the percentage of fault allocated to each respective Party by a final judgment of the court . b. If a court of competent jurisdiction determine that this Agreement 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 a Party (including without limitation the Party serving as, and acting in its capacity as, SSHA3P' s Administering Agency) , its officers, officials, employees, and volunteers, the Party' s liability hereunder will be only to the extent of the Party' s negligence . It is further specifically and expressly understood that the indemnification provided herein constitutes the Party' s waiver of immunity under Industrial Insurance Title 51 RCW, solely for the purpose of this indemnification. This waiver has been mutually negotiated by the Parties . The provisions of this Section will survive the expiration or termination of this Agreement . c. Each Party (including without limitation the Party serving as, and acting in its capacity as, SSHA3P' s Administering Agency) will give the other Parties proper notice of any claim or suit coming within the purview of these indemnities . 18 . INSURANCE. The Executive Board, SSHA3P Executive Manager and the Administering Agency will take such steps as are reasonably practicable to minimize the liability of the Parties associated with their participation in this Agreement, including but not limited to the utilization of sound business practice . The Executive Board will determine which, if any, insurance policies may be reasonably practicably acquired to cover the operations of SSHA3P and the activities of the Parties pursuant to this Agreement (which may include general liability, errors and omissions, fiduciary, crime and fidelity insurance) , and will direct the acquisition of same . 19 . AMENDMENTS . Any amendments to this Agreement must be in writing. This Agreement may be amended upon approval of the legislative bodies of all Parties to this Agreement, evidenced by the authorized signatures of those Parties as of the effective date of the amendment . This Section will not be construed to 21 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 241 of 268 require amendment of this Agreement for the addition of a new Party contemplated under Section 20 or for any related revision to Executive Board membership authorized in Section 5 (a) or Advisory Board membership in Section 8 (b) . The Executive Board will review this Agreement, no less than every five years, to determine if the purposes of SSHA3P are being achieved and if any amendments or modifications to the Agreement are needed. 20 . ADDITIONAL PARTIES . Municipalities, local governments, tribes, and public agencies within the SSHA3P Area of Activity may, on execution of the Agreement and approval of the budget and work plan by its legislative body, become a Party to this Agreement on affirmative vote of at least fifty percent of the Executive Board. The Executive Board will determine by a vote of at least fifty percent of its membership what, if any, funding obligations the additional Party will commit to as a condition of becoming a Party to this Agreement . 21 . SEVERABILITY. The invalidity of any clause, sentence, paragraph, subdivision, section or portion of this Agreement, will not affect the validity of the remaining provisions of the Agreement . 22 . CONFLICT RESOLUTION. Whenever any dispute arises between the Parties or between a Party or Parties, the Executive Board, or the Administering Agency (referred to collectively in this Section as the "Parties") under this Agreement which is not resolved by routine meetings or communications, the parties agree to seek resolution of such dispute in good faith by meeting, as soon as feasible . The meeting will include the Chair of the Executive Board, the SSHA3P Executive Manager, and the representative (s) of the Parties involved in the dispute . If the parties do not come to an agreement on the dispute, any party may pursue mediation through a process to be mutually agreed to in good faith between the parties within 30 days, which may include binding or nonbinding decisions or recommendations . The mediator (s) will be individuals skilled in the legal and business aspects of the subject matter of this Agreement . The parties to the dispute will share equally the costs of mediation and assume their own costs . 23 . SURVIVABILITY. Notwithstanding any provision in this Agreement to the contrary, the provisions of Section 10 (Agreement Duration) , Section 11 (Termination of Agreement) , Section 12 (Withdrawal) , Section 16 (Public Records Requests) , and Section 17 (Indemnification and Hold Harmless) will remain operative and in full force and effect, regardless of the withdrawal or termination of any Party or the termination of this Agreement . 22 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 242 of 268 24 . WAIVER. No term or provision of this Agreement will be deemed waived and no breach excused unless that waiver or consent is in writing and signed by the Party claimed to have waived or consented. 25 . SUBSEQUENT BREACH. Waiver of any default will not be deemed a waiver of any subsequent default . Waiver of breach of any provision of this Agreement will not be deemed to be a waiver of any other or subsequent breach and will not be construed to be a modification of the terms of the Agreement unless stated to be such through written approval of all Parties . 26 . NOTICE . Any notice to the Executive Board will be in writing and will be addressed to the Chair of the Executive Board and to the SSHA3P Executive Manager. In the absence of a SSHA3P Executive Manager, notice will be given to the chief executive officer of the Administering Agency. Any notice to an Officer or Party will be sent, to the address specified by the chief executive officer of the Party. 27 . ASSIGNMENT . No Party may sell, transfer or assign any of its rights or benefits under this Agreement without Executive Board approval . 28 . APPLICABLE LAW AND VENUE . This Agreement and any rights, remedies, or obligations provided for in this Agreement will be governed, construed, and enforced in accordance with the substantive and procedural laws of the State . The Parties agree that the venue for any legal action under this Agreement is in the County in which a project is located, provided that the venue for any legal action against Pierce County may be filed in accordance with RCW 36 . 01 . 050 . 29 . RETAINED RESPONSIBILITY AND AUTHORITY. Parties retain the responsibility and authority for managing and maintaining their own internal systems and programs related to affordable/attainable housing activities . 30 . INDEPENDENT CONTRACTORS . Each Party to this Agreement is an independent contractor with respect to the subject matter of this Agreement . No joint venture or partnership is formed as a result of this Agreement . Nothing in this Agreement will make any employee of one Party an employee of another party for any purpose, including, but not limited to, for withholding of taxes, payment of benefits, worker' s 23 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 243 of 268 compensation pursuant to Title 51 RCW, or any other rights or privileges accorded by virtue of their employment. No Party assumes any responsibility for the payment of any compensation, fees, wages, benefits or taxes to or on behalf of any other Party' s employees . No employees or agents of one Party will be deemed, or represent themselves to be, employees of another Party. 31 . NO THIRD PARTY BENEFICIERIES . This Agreement is for the benefit of the Parties only, and no third party will have any rights under this agreement . 32 . NONDISCRIMINATION. The Parties will comply with the nondiscrimination requirements of applicable federal, state and local statutes and regulations . 33 . COUNTERPARTS . This Agreement may be signed in counterparts and, if so signed, will be deemed one integrated Agreement . Parties will submit copies of signed Agreements to the Administering Agency, or to Pierce County before an Administering Agency is selected. 34 . FILING AND EFFECTIVE DATE; PRIOR AGREEMENTS . This Agreement will become effective (Date of Execution) , subject to its approval by the legislative bodies of all jurisdictions who are members of SSHA3P as of (Date of Execution) , and, pursuant to RCW 39 . 34 . 040, upon recording this Agreement or posting this Agreement on a Party' s web site or other electronically retrievable public source . Although this Agreement may be approved and signed by a Party after the Agreement' s effective date, all acts consistent with the authority of this Agreement that occur on or after , (Date of Execution) , are hereby ratified and affirmed, and the terms of this Agreement will be deemed to have applied. (Signature Page Follows) 24 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 244 of 268 Approved and executed this day of , 2019 . Name of Party: Approved as to form By: City Attorney Its : 25 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 245 of 268 Exhibit A — SSHA3P Area of Activity (Map) 70 1 / Cl 4 .hot ( 3 Ill : ,•"...—r z1.1,.....1 .-;:t. ._i i RII quit '' r-"1-1.0j\r'TIPM k9 , SE-1110111 SE-- . i iiir.ityl . AREA OF ACTIVITY- u..i.„,..t.,„!,:.„. ..-. s.,,,„,,. • ,., Pierce County Boundary P11101111 - _, .-.'''Y'"'",' Bon:ek,[41,1.11 R kl.•P. n claw___ -., ID , 112111,1ri_ .,Il k in 31 g ...;'-'15,51.11.514 . 5,011tiMr/1715 r . 1 196111 5546"".". \ 162 Vi14.ti Cur )sdolih I m. .g,: 12911651-£ 165 , .,_2.1.26,1„..5711E., pierce ,IF .-- .., 1 m -• . . :I.E511115---'75 tt, j % alrOM 1411k . ---3.16511.5/E 7-3% 11.1,:t-tt ,. ELattLal ' E. ..-- ,55.2510 511E 1E,t6.,6E 51 Et ; .-2- •., EP 0 lit •u,•• • 1,0 41, 0'11 Fm.t Int, E,Et. t._ 2 6 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 246 of 268 EXHIBIT B - SSHA3P Budgets for First 2.5 Years NOTE : The following budgets are draft and won ' t be finalized until the final number of member governments are identified . The numbers may also change depending the amount of outside revenue raised . The following provides draft budgets for years 1 ( 6 months of operations ) 2 and 3 . There are two scenarios : one in which ten governments participate and the other in which 16 governments participate . 27 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 247 of 268 DRAFT BUDGET PROPOSAL (10 Governments) YEAR 1 (2021) - 1 FTE Funding for 6 Months Operations Annual Expense Budget Full-time manager with salary/taxes/benefits $ 154,000 Administrative&policy support with salary/taxes/benefits(3 months) $ - Direct Expenses-travel, phone, postage $ 12,000 Insurance $ 15,000 Space $ 12,000 SubTotal $ 193,000 10%Overhead/Administration Fee $ 19,300 TOTAL $ 212,300 Cost for 6 months of Operations: $ 106,150 Revenue Budget Outside sources* (Philanthropy, aligned organizations) $ 7,500 Office Space (in-kind donation) [Pro-rated] $ 6,000 Shared among participating governments(see below) $ 92,650 TOTAL $ 106,150 Shares for participating governments: Population Grouped by (OFM 2021 est) %of Population Population Size Auburn 10,050 1% $ 2,250 Fife 10,360 1% $ 2,250 Gig Harbor 11,490 1% $ 2,250 Lakewood 60,330 7% $ 8,500 Puyallup 43,040 5% $ 6,500 Puyallup Tribe 6,000 1% $ 1,500 Steilacoom 6,555 1% $ 1,500 Sumner 10,500 1% $ 2,250 Tacoma 214,700 27% $ 22,000 Unincorporated Pierce Co 436,840 54% $ 46,000 TOTAL 809,865 $ 95,000 28 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 248 of 268 YEAR 2 (2022) - 1.5 FTE 10 Governments Providing Full Year of Operations Funding Annual Expense Budget Full-time manager with salary/taxes/benefits/inflation for 2nd year $ 159,390 Administrative&policy support with salary/taxes/benefits/inflation 2nd yr $ 67,636 Direct Expenses-travel, phone, postage $ 12,420 Insurance $ 15,000 Space $ 12,000 SubTotal $ 266,446 10%Overhead/Administration Fee $ 26,645 TOTAL $ 293,090 Revenue Budget Outside sources(Philanthropy,aligned organizations) $ 15,000 Office Space (in-kind donation) $ 12,000 Shared among participating governments(see below) $ 266,090 TOTAL $ 293,090 Shares for participating governments: Population Grouped by (OFM 2021 est) %of Population Population Size Auburn 10,050 1% $ 5,250 Fife 10,360 1% $ 5,250 Gig Harbor 11,490 1% $ 5,250 Lakewood 60,330 7% $ 22,000 Puyallup 43,040 5% $ 15,500 Puyallup Tribe 6,000 1% $ 4,250 Steilacoom 6,555 1% $ 4,250 Sumner 10,500 1% $ 5,250 Tacoma 214,700 27% $ 66,000 Unincorporated Pierce Co 436,840 54% $ 134,000 TOTAL 809,865 $ 267,000 29 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 249 of 268 YEAR 3 (2023) - 1.5 FTE 10 Governments Providing Full Year of Operations Funding Annual Expense Budget Full-time manager with salary/taxes/benefits/inflation for 3rd year $ 164,969 Administrative&policy support with salary/taxes/benefits/inflation 3rd yr $ 70,003 Direct Expenses-travel, phone, postage $ 12,855 Insurance $ 15,000 Space $ 12,000 SubTotal $ 274,826 10%Overhead/Administration Fee $ 27,483 TOTAL $ 302,309 Revenue Budget Outside sources(Philanthropy,aligned organizations) $ 15,000 Office Space (in-kind donation) $ 12,000 Shared among participating governments(see below) $ 275,309 TOTAL $ 302,309 Shares for participating governments: Population Grouped by (OFM 2021 est) %of Population Population Size Auburn 10,050 1% $ 5,434 Fife 10,360 1% $ 5,434 Gig Harbor 11,490 1% $ 5,434 Lakewood 60,330 7% $ 22,770 Puyallup 43,040 5% $ 16,043 Puyallup Tribe 6,000 1% $ 4,399 Steilacoom 6,555 1% $ 4,399 Sumner 10,500 1% $ 5,434 Tacoma 214,700 27% $ 68,310 Unincorporated Pierce Co 436,840 54% $ 138,690 TOTAL 809,865 $ 276,345 30 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 250 of 268 DRAFT BUDGET PROPOSAL (16 Governments) YEAR 1 (2021) - 1 FTE Funding for 6 Months Operations Annual Expense Budget Full-time manager with salary/taxes/benefits $ 154,000 Administrative&policy support with salary/taxes/benefits(3 months) $ - Direct Expenses-travel, phone, postage $ 12,000 Insurance $ 15,000 Space $ 12,000 SubTotal $ 193,000 10%Overhead/Administration Fee $ 19,300 TOTAL $ 212,300 Cost for 6 months of Operations: $ 106,150 Revenue Budget Outside sources* (Philanthropy, aligned organizations) $ 7,500 Office Space (in-kind donation) [Pro-rated] $ 6,000 Shared among participating governments(see below) $ 92,650 TOTAL $ 106,150 Shares for participating governments: Population Grouped by (OFM 2021 est) %of Population Population Size Auburn 10,050 1% $ 2,000 Dupont 9,605 1% $ 2,000 Edgewood 13,000 1% $ 2,000 Fife 10,360 1% $ 2,000 Fircrest 6,860 1% $ 2,000 Gig Harbor 11,490 1% $ 2,000 Lakewood 60,330 7% $ 7,000 Milton 6,845 1% $ 2,000 Orting 8,675 1% $ 2,000 Puyallup 43,040 5% $ 5,000 Puyallup Tribe 6,000 1% $ 1,000 Steilacoom 6,555 1% $ 1,000 Sumner 10,500 1% $ 2,000 Tacoma 214,700 24% $ 20,000 University Place 33,730 4% $ 5,000 Unincorporated Pierce Co 436,840 49% $ 41,000 TOTAL 888,580 $ 98,000 31 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 251 of 268 YEAR 2 (2022) - 1.5 FTE 16 Governments Providing Full Year of Operations Funding Annual Expense Budget Full-time manager with salary/taxes/benefits/inflation for 2nd year $ 159,390 Administrative&policy support with salary/taxes/benefits/inflation for 2nd year $ 67,636 Direct Expenses-travel, phone, postage $ 12,420 Insurance $ 15,000 Space $ 12,000 SubTotal $ 266,446 10%Overhead/Administration Fee $ 26,645 TOTAL $ 293,090 Revenue Budget Outside sources(Philanthropy,aligned organizations) $ 15,000 Office Space (in-kind donation) $ 12,000 Shared among participating governments(see below) $ 266,090 TOTAL $ 293,090 Shares for participating governments: Population Grouped by (OFM 2021 est) %of Population population size Auburn 10,050 1% $ 5,000 Dupont 9,605 1% $ 5,000 Edgewood 13,000 1% $ 5,000 Fife 10,360 1% $ 5,000 Fircrest 6,860 1% $ 3,000 Gig Harbor 11,490 1% $ 5,000 Lakewood 60,330 7% $ 20,000 Milton 6,845 1% $ 3,000 Orting 8,675 1% $ 5,000 Puyallup 43,040 5% $ 12,000 Puyallup Tribe 6,000 1% $ 3,000 Steilacoom 6,555 1% $ 3,000 Sumner 10,500 1% $ 5,000 Tacoma 214,700 24% $ 60,000 University Place 33,730 4% $ 12,000 Unincorporated Pierce Co 436,840 49% $ 120,000 TOTAL 888,580 $ 271,000 32 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 252 of 268 YEAR 3 (2023) - 1.5 FTE 16 Governments Providing Full Year of Operations Funding Annual Expense Budget Full-time manager with salary/taxes/benefits/inflation for 3rd year $ 164,969 Administrative&policy support with salary/taxes/benefits/inflation for 3rd year $ 70,003 Direct Expenses-travel, phone, postage $ 12,855 Insurance $ 15,000 Space $ 12,000 SubTotal $ 274,826 10%Overhead/Administration Fee $ 27,483 TOTAL $ 302,309 Revenue Budget Outside sources(Philanthropy,aligned organizations) $ 15,000 Office Space (in-kind donation) $ 12,000 Shared among participating governments(see below) $ 275,309 TOTAL $ 302,309 Shares for participating governments: Population Grouped by (OFM 2021 est) %of Population population size Auburn 10,050 1% $ 5,175 Dupont 9,605 1% $ 5,175 Edgewood 13,000 1% $ 5,175 Fife 10,360 1% $ 5,175 Fircrest 6,860 1% $ 3,105 Gig Harbor 11,490 1% $ 5,175 Lakewood 60,330 7% $ 20,700 Milton 6,845 1% $ 3,105 Orting 8,675 1% $ 5,175 Puyallup 43,040 5% $ 12,420 Puyallup Tribe 6,000 1% $ 3,105 Steilacoom 6,555 1% $ 3,105 Sumner 10,500 1% $ 5,175 Tacoma 214,700 24% $ 62,100 University Place 33,730 4% $ 12,420 Unincorporated Pierce Co 436,840 49% $ 124,200 TOTAL 888,580 $ 280,485 33 SSHAP Intergovernmental Agreement DRAFT July 9, 2021 Page 253 of 268 CITY OF -* * AU I x K AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5608 (Thomas) July 28, 2021 Department: Attachments: Budget Impact: Finance Resolution No.5608 Administrative Recommendation: City Council to adopt Resolution No. 5608 Background for Motion: Resolution No. 5608 reflects the Council's acceptance of the $14,751,230 awarded to the City of Auburn through the American Rescue Plan Act of 2021. Background Summary: The American Rescue Plan Act (ARPA) of 2021 has resulted in a $14,751,230 award to the City. The purpose of the funds is to cover certain allowable costs for projects, programs and governmental services between March 31, 2021 and December 31, 2024. The City received its first distribution for$7,375,615 and expects to receive it's second and final distribution in May 2022. There are many restrictions on the use of ARPA funds, but the general purpose of the funding is to help the city respond to the public health emergency, mitigate negative economic impacts as a result of COVI D-19, provide certain services to disproportionately impacted communities, offer premium pay for essential workers, water/sewer/storm and broadband infrastructure, general government revenue replacement, and administrative costs associated with ARPA funding. Resolution No. 5608 is only for the City Council to accept the award funding. It is not an actual spending plan for the funds. The City has created an ad hoc committee comprised of City Council members, the Mayor, and City directors to help develop the spending plan over the next three and half years. Once the committee has finalized their recommended ARPA spending plan, it will be brought to the full council for consideration, discussion and adoption. The subsequent budget amendment will take into account any revenue and expenditure impacts as a result of the full spending plan. Reviewed by Council Committees: Councilmember: Baggett Staff: Thomas Meeting Date: August 2, 2021 Item Number: RES.F Page 254 of 268 Page 255 of 268 RESOLUTION NO. 5608 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON: (1) ACCEPTING FUNDS APPROPRIATED TO THE CITY UNDER THE AMERICAN RESCUE PLAN ACT OF 2021 (ARPA); AND (2) DIRECTING THE CITY'S FUTURE EXPENDITURE OF SUCH APPROPRIATED FUNDS PURSUANT TO ARPA GUIDELINES AND RESTRICTIONS WHEREAS, the COVID-19 pandemic has caused significant detrimental economic, social and health impacts to our region. The Federal government has responded to these regional and local impacts by passing Public Law No. 117-2, also known as the American Rescue Plan Act of 2021 (or ARPA), which appropriates federal funds to cities suffering COVID-19 impacts, and establishes parameters for how cities may spend such funds. In accordance with ARPA, the Federal government has appropriated $14,751,230.00 to the City of Auburn, which it will disburse to the City in two tranches. The City received the first (in the amount of $7,375,615) on May 19, 2021. The second of the two distributions (in the amount of $7,375,615) is expected to be disbursed to the City in May 2022. WHEREAS, the purpose of this resolution is to formally accept these City appropriated ARPA funds and to direct their future expenditure in a manner consistent with ARPA's purposes. The following paragraphs more fully outline the basis for ARPA funding and the Federal government's guidance regarding the expenditure of ARPA funds; Resolution No. 5608 July 28, 2021 Page 1 of 7 Page 256 of 268 WHEREAS, in response to COVID-19, Washington Governor Jay Inslee declared a state of emergency on February 29, 2020. That declaration was soon followed by the Governor's March 23, 2020 "Stay Home — Stay Healthy" order (order 20-25). That order required individuals to remain at home except for limited specified essential activities and required all but limited specified "essential" businesses to cease operations. While necessary to preserve the public health by containing the COVID-19 virus and preventing its spread, order 20-25 had the corresponding effect of greatly disrupting vast swaths of the Washington and local job market and economy; WHEREAS, the Federal Bureau of Labor Statistics reports the following nationwide labor force impacts caused by the COVID-19 pandemic: • COVID-related employer closures or business losses affected the work of nearly 50 million workers; • as much as 35% of the nation's workforce was required to adjust to remote work during the pandemic; • over 11 million workers reported losing work due to employers closing or losing business; WHEREAS, statewide, the Washington State Department of Revenue compared economic data for the first 3 quarters of 2019 and 2020, revealing that during the COVID pandemic, the state's 2020 gross business income declined by over $51 billion from 2019, and Auburn/King County's 2020 taxable retail sales declined by over $19 million from 2019; Resolution No. 5608 July 28, 2021 Page 2 of 7 Page 257 of 268 WHEREAS, the King County Public Health Department reports the following health and economic effects of the COVID-19 pandemic upon our region: • Over 100,000 cases of COVID 19, and over 1,600 deaths from the disease; • Local unemployment reaching as high as 217,901 unemployed persons and/or receiving unemployment benefits; WHEREAS, in an effort to alleviate these ongoing adverse COVID related impacts to local communities, Congress passed ARPA on March 10, 2021. Section 9901 of ARPA (entitled "Coronavirus State and Local Fiscal Recovery Funds," or CLFR) appropriates federal funding to cities in an effort to mitigate these negative financial, economic, social and health related COVID impacts suffered by cities. CLFR establishes formula grants of ARPA funds to cities and does not require cities to submit an application or certification to receive the allocated funds. CLFR has identified the following allowable uses for ARPA funds: • Public heath response to the COVID pandemic; • Address negative economic impacts due to COVID-19; • Provide services to disproportionately impacted communities due to COVID-19; • Provide premium pay to workers performing essential work during the COVID-19 public health emergency; Resolution No. 5608 July 28, 2021 Page 3 of 7 Page 258 of 268 • Replace lost city revenue and use to maintain government services, to the extent that COVID reduced such revenue; • Make necessary investments in water, sewer or broadband infrastructure; and • Administrative costs to oversee the implementation, compliance, and reporting requirements for ARPA funds WHEREAS, in implementing ARPA's fund use requirements, the U.S. Treasury Department has issued RIN 1505-AC77 (Rule 1505), a rule providing further detailed guidance on required city use of appropriated CLFR funds. Rule 1505 further clarifies that cities using ARPA funds for COVID-19 response must identify a specific expenditure sub-category for reporting purposes: • Public health response to COVID-19: ➢ vaccination, testing, contact tracing, medical expenses, prevention in congregate settings, or similar programs; ➢ purchases of personal protective equipment; ➢ behavioral health programs (mental health treatment, substance misuse treatment, or other behavioral health services); ➢ capital investments in facilities in response to the public health emergency • Addressing negative economic impacts from COVID: ➢ assistance to households (food, rent, mortgage or utility), internet access assistance, job training, legal aid to prevent eviction, and similar assistance; ➢ assistance to small businesses and non-profit organizations (loans or grants to mitigate financial hardships such as revenue Resolution No. 5608 July 28, 2021 Page 4 of 7 Page 259 of 268 declines, payroll support during periods of business closure due to COVID, technical assistance to assist with business planning needs, and other small business operating costs); ➢ rehiring City staff to pre-pandemic staffing levels; aid to the tourism, travel and hospitality industries that responds to the negative COVID-related economic impacts on those industries; • Providing services for disproportionately impacted communities: ➢ investment in educational services to mitigate the pandemic's impacts on education; ➢ investment in housing and neighborhoods with services to address homelessness, supportive housing, access to affordable housing and affordable housing development; ➢ programs to promote healthy childhood environments; WHEREAS, in light of the devastating social, health and economic impacts the COVID pandemic has caused to the nation, region and City, the City formally accepts $14,751,230.00 in ARPA funds allocated to the City, for future disbursement pursuant to the requirements and purposes of ARPA and other applicable law; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. Acceptance of ARPA funds. The City formally accepts $14,751,230.00 in CLFR funds disbursed to the City pursuant to ARPA. Resolution No. 5608 July 28, 2021 Page 5 of 7 Page 260 of 268 Section 2. Future expenditure of City ARPA funds. The Council shall direct the City's future expenditure of ARPA funds in a manner consistent with ARPA, Rule 1505, and other applicable law. Section 3. The Mayor is hereby authorized to implement such administrative procedures as may be necessary to carry out the directions of this legislation. Section 4. That this Resolution shall take effect and be in full force upon passage and signatures hereon. Dated and Signed this day of , 2021 . CITY OF AUBURN NANCY BACKUS MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Resolution No. 5608 July 28, 2021 Page 6 of 7 Page 261 of 268 CITY OF * x AGENDA BILL APPROVAL FORM * `� WASHINGTON Agenda Subject: Date: Resolution No. 5609 (Hinman) July 28, 2021 Department: Attachments: Budget Impact: Administration Resolution No.5609 Current Budget: $0 Finernencv Declaration Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council to adopt Resolution No. 5609. Background for Motion: This Resolution will ratify the emergency declaration. Background Summary: An emergency declaration in regards to the repairs and restoration of the Auburn Avenue Theater that was damaged in the fire that occurred on the 100 block of East Main St. on July 23, 2021. The emergency declaration allows for City staff to immediately perform necessary work to reduce further damage to the building and allow City staff and the public to safely return to the building. Reviewed by Council Committees: Councilmember: Baggett Staff: Hinman Meeting Date: August 2, 2021 Item Number: RES.G Page 262 of 268 RESOLUTION NO. 5609 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, DECLARING AN EMERGENCY WITH RESPECT TO REPAIRING FIRE-RELATED DAMAGE SUSTAINED BY THE AUBURN AVENUE THEATER WHEREAS, the Revised Code of Washington (RCW) Chapter 38.52 and Auburn City Code Section 2.75.070 authorizes the Mayor to exercise emergency powers to include proclaiming a state of emergency whenever a fire or disaster occurs and results in, or threatens to result in, destruction of property as to require extraordinary measures; and WHEREAS, RCW 39.04.280(1)(c) and (e) provide that the governing body of a municipality may waive the competitive bidding requirement for a public works project in the event of an emergency; and WHEREAS, RCW 39.04.280(3) defines "emergency" as unforeseen circumstances beyond the control of the municipality that either: (a) Present a real, immediate threat to the proper performance of essential functions; or (b) will likely result in material loss or damage to property, bodily injury, or loss of life if immediate action is not taken; and WHEREAS, on July 23, 2021 , a fire erupted in the 100 block of East Main Street resulting in a 2-Alarm fire, which caused fire-related damage including smoke and water damage at the Auburn Avenue Theater owned by the City of Auburn; and WHEREAS, the City of Auburn requires waiver of certain bidding and budgetary requirements to allow the City to reduce further smoke and water Resolution No. 5609 July 27, 2021 Page 1 of 3 Page 263 of 268 damage, to immediately repair and restore the building, and to allow City employees to return to work within the Theater; and WHEREAS, in order to protect the building and the people depending on the building, it is crucial to perform these repairs as soon as feasibly possible; and WHEREAS, due to the timing, location, and need for immediate repair and construction of the Auburn Avenue Theater, there is insufficient time to complete the construction project through the standard competitive bidding process and must therefore declare the situation as an emergency; and WHEREAS, an emergency situation exists as proclaimed by the Mayor in Proclamation 2021-01 signed July 28, 2021 . and the City desires to perform the necessary construction of the Auburn Avenue Theater to waive the competitive bidding process and award all necessary contracts on behalf of the municipality to address the emergency situation; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The City Council ratifies the Mayor's determination that an emergency existed necessitating emergency repairs to restore the Theater after it sustained fire-related water and fire damage, which required the City to enter into a contract or contracts to immediately repair and restore the building without sufficient time to enable the City to go through the typical bidding and contracting process. Resolution No. 5609 July 27, 2021 Page 2 of 3 Page 264 of 268 Section 2. The Mayor or Mayor's designee is authorized to negotiate and enter into contracts with qualified contractors to perform the necessary work to prevent further water and smoke damage and restore the Auburn Avenue Theater, and that any action taken in furtherance thereof is hereby ratified. Section 3. This Resolution shall take effect and be in full force upon passage and signatures. Dated and Signed this day of , 2021. CITY OF AUBURN NANCY BACKUS, MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Resolution No. 5609 July 27, 2021 Page 3 of 3 Page 265 of 268 CITY OF *AUBURN Nancy Backus, Mayor WAS H I N GTO N 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov * 253-931-3000 EMERGENCY PROCLAMATION 2021-01 A PROCLAMATION OF EMERGENCY RELATED TO FIRE-RELATED DAMAGE SUSTAINED BY THE AUBURN AVENUE THEATER WHEREAS, the Revised Code of Washington(RCW) Chapter 38.52 authorizes the Mayor to exercise emergency powers;and WHEREAS, Auburn City Code S ection 2.75.070 empowers the Mayor to proclaim a state of emergency whenever a fire or disaster occurs and results in, or threatens to result in, destruction of property as to require extraordinary measures; and WHEREAS, RCW 39.04.280(1)(c) and (e) provide that the governing body of a municipality may waive the competitive bidding requirement for a public works project in the event of an emergency; and WHEREAS, RCW 39.04.280(3) defines "emergency" as unforeseen circumstances beyond the control of the municipality that either: (a) Present a real, immediate threat to the proper performance of essential functions; or (b) will likely result in material loss or damage to property, bodily injury, or loss of life if immediate action is not taken; and WHEREAS, on July 23, 2021, a fire erupted in the 100 block of East Main Proclamation 2021-01 July 27,2021 Page 1 of 3 Page 266 of 268 Street resulting in a 2-Alarm fire, which caused smoke and water damage at the Auburn Avenue Theater owned by the City of Auburn; and WHEREAS, the City of Auburn requires waiver of certain bidding and budgetary requirements to allow the City to reduce further smoke and water damage, to immediately repair and restore the building, and to allow City employees to return to work within the Theater; and WHEREAS, in order to protect the building and the people depending on the building, it is crucial to perform these repairs as soon as feasibly possible; and WHEREAS, due to the timing, location, and need for immediate repair and construction of the Auburn Avenue Theater, there is insufficient time to complete the construction project through the standard competitive bidding process and must therefore declare the situation as an emergency; and WHEREAS, an emergency situation exists and the City desires to perform the necessary construction of the Auburn Avenue Theater to waive the competitive bidding process and award all necessary contracts on behalf of the municipality to address the emergency situation; NOW THEREFORE I, Nancy Backus, Mayor of the City of Auburn, Proclaim as follows: Section 1. As authorized by ACC 2.75.070, I do hereby proclaim and declare an emergency in connection with the need to repair the water and smoke damage to the Auburn Avenue Theater located at 10 Auburn Ave. in Auburn, WA 98002, to enter into a contract immediately to conduct such repairs, and there is Proclamation 2021-01 July 27,2021 Page 2 of 3 Page 267 of 268 insufficient time to enable the City to go through the typical bidding and contract process. Section 2. As soon as practicable I will advise and consult with the City Council with respect to all actions taken under the authorityof this Proclamation. p Dated and signed: 1,,,11 4 00viok 4& CITY OF AUBURN ANCY : KUS, MAYOR Proclamation 2021-01 July 27,2021 Page 3 of 3 Page 268 of 268