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HomeMy WebLinkAbout16-03 MS1509 Hoffman Construction CITY OF Au 1T T� t`I Nancy Backus, Mayor WASHINGTON`J ` T 25 West Main Street * Auburn WA 98001-4998*www.auburnwa.gov * 253-931-3000 • February 8, 2016 CERTIFIED MAIL RETURN RECEIPT REQUESTED Brad Hoffman Hoffman Construction PO Box 845 Enumclaw, WA 98022 RE: Award of Contract No.16-03 Project No. MS1509, SE Lea Hill Road Building Demolition LETTER OF AWARD Dear Mr. Hoffman: Quotes for construction of the above-referenced Limited Public Work project were solicited from the MRSC Small Works Roster. Two (4) responsive quotes were received and have been tabulated, and your firm submitted the lowest responsible quote. This letter serves as your notification of award for the subject project and is a contract specification. Please execute and return the following documents to the attention of Amanda DeSilver, Contract Administration Specialist, within seven (7) calendar days after receipt of this letter. a) Limited Public Work Contract, in duplicate b) Declaration of Option for Performance Bond or additional Retainage, in duplicate c) Certificate(s) of insurance naming the City as additional insured, in duplicate, for all required insurance coverages as set forth in the Small Public Work Contract d) Emergency call list e) Preliminary Schedule Once the documents listed above have been received, and the Contract has been executed by the City, a Notice to Proceed will be issued. Please contact me at 253-804-5059 or Amanda DeSilver, Contracts Administration Specialist, 253-876- 1980, if you have any questions. Sincerely, Kim Truong Project Engineer Community Development&Public Works Dept. KT/ad/as Enclosure cc: Dani Daskam, City Clerk Seth Loop, Inspector File 13.11 (MS1509) AUBURN * MORE THAN YOU IMAGINED CITY OFF AT Y T NTNancy Backus, Mayor WASHINGTON 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov * 253-931-3000 March 3, 2016 CERTIFIED MAIL RETURN RECEIPT REQUESTED Brad Hoffman Hoffman Construction, Inc. PO Box 845 Enumclaw, WA 98022 NOTICE TO PROCEED RE: MS1509, SE Lea Hill Road Building Demolition, Contract#16-03 You are hereby notified to proceed as of March 4, 2016, with the work on the above- referenced project, within the time period specified, in accordance with the provisions of the contract documents, copy enclosed. This project has 15 working days for completion. If you have any questions, please contact the inspector for the project, Seth Loop at 253- 0804-5082 or the Contract Administration Specialist, Amanda DeSilver at 253-876-1980. Sincerely Ae.64 1/21 ¢vR Ingrid Gaub, P.E. Asst. Director of Engineering/City Engineer Community Development & Public Works Department IG/ad/as Enclosure cc: cPan Daskam;Cit9 Clerk Kim Truong, Project Engineer Aleksey Koshman, Associate Engineer Seth Loop, Project Inspector File 13.11 Project MS1509 AUBURN * MORE THAN YOU IMAGINED I! LIMITED PUBLIC WORK CONTRACT NO. 16-03 Project No. MS1509, SE LEA HILL ROAD BUILDING DEMOLITION THIS CONTRACT is entered into between the City of Auburn, a Washington Municipal Corporation ("City"), and Hoffman Construction, Inc ("Contractor"), whose mailing address is PO Box 845, Enumclaw, WA 98022. The parties agree as follows: I. CONTRACTOR SERVICES. The Contractor shall do all work and furnish all tools, materials and equipment for the construction of Project No. MS 1509, in accordance with this Contract form and as shown on the attached Exhibit `A' entitled"Project Location Map", the attached Exhibit `B' entitled"Technical Specifications", and the attached Exhibit `C' entitled" Regulated Building Material Survey which is by this reference incorporated herein and made a part hereof. The complete Contract includes the following parts, which are by this reference incorporated herein and made a part hereof. Any inconsistency in the parts of the Contract shall be resolved by the order in which they are listed: A. Addenda B. Quote Proposal Form C. Limited Public Work Contract D. Exhibit A—Project Location Map E. Exhibit B—Technical Specifications F. Exhibit C—Regulated Building Material Survey G. WSDOT Standard Specifications for Road, Bridge and Municipal Construction H. Invitation to Submit Quote I. Washington State Department of Labor& Industries Prevailing Wage Rates and Benefit Key Code effective January 05, 2016. On the Contract plans, working drawings, and standard plans, figured dimensions shall take precedence over scaled dimensions. In case of any ambiguity or dispute over interpreting the Contract, the City Engineer's decision will be final. IL CITY OF AUBURN BUSINESS LICENSE REQUIRED. In order to do business in the City of Auburn, you are required to have a current City of Auburn business license. All subcontractors and lower tier subcontractors working on the project must also have a City of Auburn business license. LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 1 of 13 III. NOTICE TO PROCEED: A Notice to Proceed will be issued once the Contract has been fully executed by the Contractor and City, and all required documents as set forth in this Contract and all requirements as set forth in the award letter have been met. IV. TIME OF COMPLETION. The Contractor shall complete the work within 15 working days from the date of issuance of the City's Notice to Proceed. V. LIQUIDATED DAMAGES. If said work is not completed within the time specified, the Contractor agrees to pay liquidated damages to the City as follows: A. To pay(according to the following formula) liquidated damages for each working day beyond the number of working days established for physical completion, and B. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. C. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. Formula: Contract Price (without tax) x 0.15, divided by the original number of working days for completion. VI. HOURS OF WORK. Normal working hours for the Contract shall be any consecutive 8- hour period between 7:00 a.m. and 6:00 p.m., Monday through Friday. If the Contractor desires to perform work on holidays, Saturdays, Sundays, or between the hours of 6:00 p.m. and 10:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. Such requests shall be submitted to the Engineer two (2) working days prior to the day for which the Contractor is requesting permission to work. The City reserves the right to grant or deny any such request at its sole discretion. • Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements, as indicated in Auburn City Code Chapter 8.28.010 entitled "Noise Control." If the Contractor desires to work during restricted times, the Contractor shall submit a written request to the Engineer fourteen(14) calendar days prior to the day for which the Contractor is requesting permission to work. The written request will include specific days and times and description of work to be performed and the reasons the work cannot be performed during the normal hours of work. The City reserves the right to grant or deny any such request at its sole discretion. If approval is granted, it may be revoked at any time the City receives complaints from the public or adjoining property owners regarding the LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/042016 Paget of 13 noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for any reason. VII. COMPENSATION. The Contractor shall do all work and furnish all tools, materials, and equipment for the work and services contemplated in this Contract for the unit bid price of twenty-four thousand sixty dollars ($24,060.00) and Washington State Sales Tax of two thousand eighty-five dollars and seventy cents ($2,285.70) for a total of twenty-six thousand three hundred and forty-five dollars and seventy cents ($26,345.70.) Our sales tax area is 1702 for King County. No payment shall be issued until a Statement of Intent to Pay Prevailing Wages form, for the Contractor and each and every Subcontractor, has been approved by the State Department of Labor& Industries, and is received by the City. A. Performance Bond. A performance bond is not required for this project. B. Retainage. The Contractor may elect to (I) furnish a performance bond in accordance with Section VI. A, in which case the City shall hold back retainage in the amount of five percent (5%) of any and all payments made to the Contractor, or(2) have the City retain, fifty percent (50%) of the total Contract amount, pursuant to RCW 39.08.010. The Contractor shall execute a"Declaration of Option for Performance Bond or Additional Retainage"to indicate his/her option. In either case, the Contractor can choose to have the retainage held by the City in a non-interest bearing account, have it placed in an Escrow (interest bearing) Account, or submit a bond in lieu of retainage. Said retainage shall be held by the City for a period of forty-five (45) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and State Employment Security Department, including Affidavits of Wages paid for the Contractor arid each and every subcontractor, and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. C. Defective or Unauthorized Work. The City reserves its right to withhold payment from the Contractor for any defective or unauthorized work. Defective or unauthorized work includes, without limitation: work and materials that do not conform to the requirements of this Contract; and extra work and materials furnished without the City's written approval. If the Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and the Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any additional costs, from any and all amounts due or to become due the Contractor. LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 3 of 13 D. Final Payment: Waiver of Claims. The making of final payment(excluding withheld retainage) shall constitute a waiver of claims, except those previously and properly made and identified by the Contractor as unsettled at the time request for final payment is made. VIII. INDEPENDENT CONTRACTOR. The parties intend that an Independent Contractor- Employer Relationship will be created by this Contract, the City being interested only in the results obtained under this Contract. IX. SUBCONTRACTING. Work done by the Contractor's own organization shall account for at least 30 (thirty) percent of the awarded Contract price. Before computing this percentage however, the Contractor may subtract (from the awarded Contract price) the costs of any subcontracted work on items the Contract designates as specialty items. The Contractor shall not subcontract work unless the City approves in writing. Each request to subcontract shall be on the form the City provides. If the City requests, the Contractor shall provide proof that the subcontractor has the experience, ability, and equipment the work requires. The Contractor shall require each subcontractor to comply with RCW 39.12 (Prevailing Wages on Public Works) and to furnish all certificates and statements required by the Contract. As stated in Section VI, "Compensation," no payment shall be issued until a Statement of Intent to Pay Prevailing Wages form, for the Contractor and each and every subcontractor, has been approved by the State Department of Labor& Industries, and is received by the City. Along with the request to sublet, the Contractor shall submit the names of any contracting firms the subcontractor proposes to use as lower tier subcontractors. Collectively, these lower tier subcontractors shall not do work that exceeds 25 percent of the total amount subcontracted to a subcontractor. When a subcontractor is responsible for construction of a specific structure or structures, the following work may be performed by lower tier subcontractors without being subject to the 25 percent limitation: A. Furnishing and driving of piling, or B. Furnishing and installing concrete reinforcing and post-tensioning steel. Except for the 25 percent limit, lower tier subcontractors shall meet the same requirements as subcontractors. The City will approve the request only if satisfied with the proposed subcontractor's record, equipment, experience and ability. Approval to subcontract shall not: I. Relieve the Contractor of any responsibility to carry out the Contract. 2. Relieve the Contractor of any obligations or liability under the Contract and the Contractor's bond. LIMITED PUBLIC WORK CONTRACT NO.16-03 01/04/2016 Page 4 of 13 3. Create any contract between the City and the subcontractor, or 4. Convey to the subcontractor any rights against the City. The City will not consider as subcontracting: (I) purchase of sand, gravel, crushed stone, crushed slag, batched concrete aggregates, ready mix concrete, off-site fabricated structural steel, other off-site fabricated items, and any other materials supplied by established and recognized commercial plants; or(2) delivery of these materials to the work site in vehicles owned or operated by such plants or by recognized independent or commercial hauling companies. However, the Washington State Department of Labor and Industries may determine that RCW 39.12 applies to the employees of such firms identified in A and B above in accordance with WAC 296-127. If dissatisfied with any part of the subcontracted work, the City may request in writing that the subcontractor be removed. The Contractor shall comply with this request at once and shall not employ the subcontractor for any further work under the Contract. This section does not create a contractual relationship between the City and any subcontractor. Also, it is not intended to bestow upon any subcontractor, the status of a third-party beneficiary to the Contract between the City and the Contractor. X. TERMINATION. The City may terminate this Contract for good cause. "Good cause" shall include, without limitation, any one or more of the following events: A. The Contractor's refusal or failure to supply a sufficient number of properly-skilled workers or proper materials for completion of the Contract work. B. The Contractor's failure to complete the work within the time specified in this Contract. C. The Contractor's failure to make Ml and prompt payment to subcontractors or for material or labor. D. The Contractor's persistent disregard of federal, state or local laws, rules or regulations. E. The Contractor's filing for bankruptcy or becoming adjudged bankrupt. After all the work contemplated by the Contract has been completed either by the Surety or the City, the City will calculate the total expenses and damages for the completed work. If the total expenses and damages arc less than any unpaid balance due the Contractor, the excess will be paid by the City to the Contractor. If the total expenses and damages exceed the unpaid balance, the Contractor and the Surety shall be jointly and severally liable to, and shall pay the difference to, the City on demand. XI. PREVAILING WAGES. Contractor shall file a "Statement of Intent to Pay Prevailing Wages" with the State of Washington Department of Labor& Industries prior to commencing the Contract work. The Contractor shall pay prevailing wages and comply with Chapter 39.12 of the Revised Code of Washington, as well as any other applicable prevailing LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 5 of 13 wage rate provisions. The prevailing wage rate revision in effect on the quote submittal due date is attached and by this reference incorporated herein and made a part hereof. No payment shall be issued until a Statement of Intent to Pay Prevailing Wages form, for the Contractor and each and every subcontractor, has been approved by the State Department of Labor& Industries, and is received by the City. Retainage shall not be released until an Affidavit of Wages Paid form for the Contractor and each and every subcontractor, has been approved by the State Department of Labor& Industries, and is received by the City. XII. CHANGES. The City may issue a written change order for any change in the Contract work during the performance of this Contract. If the Contractor determines, for any reason, that a change order is necessary, the Contractor must submit a written change order request to an authorized agent of the City within fifteen(15) calendar days of the date the Contractor knew or should have known of the facts and events giving rise to the requested change. If the City determines that the change increases or decreases the Contractor's costs or time for performance, the City will make an equitable adjustment. The City will attempt, in good faith, to reach agreement with the Contractor on all equitable adjustments. However, if the parties are unable to agree, the City will determine the equitable adjustment as it deems appropriate. The Contractor shall proceed with the change order work upon receiving either a written change order from the City or an oral order from the City before actually receiving the written change order. If the Contractor fails to require a change order within the time allowed, the Contractor waives its right to make any claim or submit subsequent change order requests for that portion of the Contract work. If the Contractor disagrees with the equitable adjustment, the Contractor must complete the change order work; however, the Contractor may elect to protest the adjustment as provided below: A. Procedure and Protest by the Contractor. If the Contractor disagrees with anything required by a change order, another written order, or an oral order from the City, including any direction, instruction, interpretation, or determination by the City, the Contractor shall: I. Immediately give a signed written notice of protest to the City; 2. Supplement the written protest within fifteen (I5) calendar days with a written statement that provides the following information: a. The date of the Contractor's protest. b. The nature and circumstances that caused the protest. c. The provisions in this Contract that support the protest. d. The estimated dollar cost, if any, of the protested work and how that estimate was determined. LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 6 61.13 e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall keep complete records of extra costs and time incurred as a result of the protested work. The City shall have access to any of the Contractor's records needed for evaluating the protest. 3. The City will evaluate all protests, provided the procedures in this section are followed. If the City determines that a protest is valid, the City will adjust payment for work or time by an equitable adjustment. No adjustment will be made for an invalid protest. B. Contractor's Duty to Complete Protested Work. In spite of any protest, the Contractor shall proceed promptly with the work as the City has ordered. C. Contractor's Acceptance of Changes. The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a separate acceptance, or(3) not protesting in the way this section provides. A change order that is accepted by the Contractor as provided in this section shall constitute Ml payment and final settlement of all claims for Contract time and for direct, indirect and consequential costs, including costs of delays related to any work, either covered or affected by the change. D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the Contractor also waives any additional entitlement and accepts from the City any written or oral order(including directions, instructions, interpretations, and determination). E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this section, the Contractor completely waives any claims for protested work and accepts from the City any written or oral order(including directions, instructions, interpretations, and determination). XIII. CLAIMS. The Contractor waives right to a claim if they have not followed procedures outlined in Section XII.A of this Contract. If resolution cannot be reached under Section XII.A, then the Contractor shall give written notice to the City of all claims other than change orders within fifteen (15) calendar days of the City's notice of its final decision on the Contractor's protest. Any claim for damages, additional payment for any reason, or extension of time, whether under this Contract or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a timely written claim is made in strict accordance with the applicable provisions of this Contract; or if(and only if) no such provision is applicable, unless that claim is set forth in detail in writing and received by the City within seven (7) calendar days from the date the Contractor knew, or should have LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 7 of 13 known, of the facts giving rise to the claim. At a minimum, a Contractor's written claim must include the information set forth regarding protests in Section XI.A. Failure to provide a complete,written notification of claim within the time allowed shall be an absolute waiver of any claims arising in any way from the facts or events surrounding that claim or caused by that delay. The Contractor must, in any event, file any claim or bring any suit arising from or connected with this Contract within forty-five(45) calendar days from the date the Contract work is complete. XI V. WARRANTY. All defects in workmanship and materials that occur within one year from the date of the City's acceptance of the Contract work shall be corrected by the Contractor. When defects are corrected, the warranty for that portion of the work shall extend for one year from the date such correction is completed and accepted by the City. The Contractor shall begin to correct any defects within seven(7) calendar days of its receipt of notice from the City of the defect. If the Contractor does not accomplish the corrections within a reasonable time, the City may complete the corrections and the Contractor shall pay all costs incurred by the City in order to accomplish the correction. XV. INDEMNIFICATION. Contractor shall defend, indemnify and hold the City, its officers, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this Contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of the Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this Contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that this indemnification constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. The parties acknowledge that they have mutually negotiated this waiver. The provisions of this section shall survive the expiration or termination of this Contract. XVI. INSURANCE. The Contractor shall procure and maintain for the duration of this Contract, insurance against claims for injuries to persons or damage to property that may arise from or LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/042016 Page of 13 in connection with the performance of the Contract work hereunder by the Contractor, its agents, representatives, employees or subcontractors. Before beginning work on the project described in this Contract, the Contractor shall provide a Certificate of Insurance evidencing the coverages listed below. The policies of insurance for general, automobile, and pollution policies shall be specifically endorsed to name the Contracting Agency and its officers, elected officials, employees, agents and volunteers, and any other entity specifically required by the Contract Provisions, as additional insured(s). A. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles with limits no less than$1,000,000 combined single limit per accident for bodily injury and property damage. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. B. Commercial General Liability insurance written with limits no less than$1,000,000 each occurrence, $2,000,000 general aggregate, and a$2,000,000 products-completed operations aggregate limit. Coverage shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, stop gap liability, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement form CG 25 03 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an additional insured under the Contractor's Commercial General Liability insurance policy, with respect to the work performed for the City using ISO Additional Insurance endorsement CG 20 10 10 01 and Additional Insured-Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage. C. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. D. Other Insurance Provisions. The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 9 of 13 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty(30) days prior written notice by certified mail, return receipt requested, has been given to the City. E. Contractor's Insurance for Other Losses. The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers, or contractors as well as to any temporary structures, scaffolding, and protective fences. F. Waiver of Subrogation. The Contractor and the City waive all rights against each other, any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extent covered by Builders Risk insurance or other property insurance obtained pursuant to Section XV of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. G. Acceptability of Insurers. Insurance is to be placed with authorized insurers in Washington State with a current A.M. Best rating of not less than A-:V11. Fl. Verification of Coverage. Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. I. Subcontractors. Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum, the insurance coverage listed in this section. Upon request of the City, the Contractor shall provide evidence of such insurance. Any payment of deductible or self insured retention shalt be the sole responsibility of the Contractor. The City reserves the right to receive a certified copy of all the required insurance policies. XVII. MISCELLANEOUS. A. Nondiscrimination. In the hiring of employees for the performance of work under this Contract, the Contractor, its subcontractors, or any person acting on behalf of Contractor shall not, by reason of race, religion, color, sex, sexual orientation, national origin, or the presence of any sensory, mental, or physical disability, discriminate against any person who is qualified and available to perform the work to which the employment relates. 13. Compliance with Laws. The Contractor shall comply with all federal, state and local laws, rules and regulations throughout every aspect in the performance of this Contract. LIMITED PUBLIC WORK CONTRACT NO. 16-05 01/04/2016 Pa^e 10 of 13 C. Work Performed at Contractor's Risk. The Contractor shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and subcontractors in the performance of this Contract. All work shall be done at the Contractor's own risk, and the Contractor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work. D. Nonwaiver of Breach. The failure of the City to insist upon strict performance of any of the terms and rights contained herein, or to exercise any option herein conferred in one or more instances, shall not be construed to be a waiver or relinquishment of those terms and rights and they shall remain in full force and effect. E. Governing Law. This Contract shall be governed and construed in accordance with the laws of the State of Washington. If any dispute arises between the City and the Contractor under any of the provisions of this Contract, resolution of that dispute shall be available only through the jurisdiction, venue and rules of the King County Superior Court, King County, Washington. F. Attorney's Fees. To the extent not inconsistent with RCW 39.04.240, in any claim or lawsuit for damages arising from the parties' performance of this Contract, each party shall be responsible for payment of its own legal costs and attorney's fees incurred in defending or bringing such claim or lawsuit; however, nothing in this subsection shall limit the City's right to indemnification under Section 10 of this Contract. G. Written Notice. All communications regarding this Contract shall be sent to the parties at the addresses listed on the signature page of this Contract, unless otherwise notified. Any written notice shall become effective upon delivery, but in any event three (3) calendar days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Contract. H. Assignment. Any assignment of this Contract by the Contractor without the written consent of the City shall be void. 1. Modification. No waiver, alteration, or modification of any of the provisions of this Contract shall be binding unless in writing and signed by a duly authorized representative of the City and the Contractor. J. Severability. If any one or more sections, sub-sections, or sentences of this Contract are held to be unconstitutional or invalid, that decision shall not affect the validity of the remaining portion of this Contract and the remainder shall remain in fill force and effect. K. Entire Contract. The written provisions and terms of this Contract, together with any referenced documents and attached Exhibits , supersede all prior verbal statements by any representative of the City, and those statements shall not be construed as forming a LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 11 of 13 part of or altering in any malmer tins Contract. This Contract, referenced documents, and any attached Exhibits contain the entire Contract between the parties. Should any language in any referenced documents or Exhibits to this Contract conflict with any language contained in this Contract, the terms of this Contract shall prevail. LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 12 of 13 IN WITNESS WHEREOF,the parties below have executed this Contract. HOFFMAN CONSTRUCTION, INC THE CITY OF AUBURN I'a-R Kax1 j (Signy ure) (Signature By f‘i'QA (4aff _ By Nancy Backus (Print name here) Vice,Its 1�Yre51 dp4F Its Mayor (Authorized representative) DATE: a I I @ if to DATE: 7 • 15 - I lb Contractor's State License No. HOFFMCI931D9 State Tax Registration (UBI)No. 600-247-364 Federal Tax ID # 91-1003217 Notices to be sent to: Notices to be sent to: CONTRACTOR CITY OF AUBURN Attn: Karen Hoffman Attn: Kim Truong PO Box 845 25 West Main Street Enumclaw, WA 98022 Auburn, WA 98001 Phone: 360.825.9797 Phone: 253.804.5059 Fax: 360.802.9797 Fax: 253.931.3053 E-mail: karen @hofcon.com E-mail: kbtruong @aubumwa.gov ATTEST: Daniel E. Daskam, City Clerk APPROV AS TO FORM: D. el 0. Heid, City Attorney LIMITED PUBLIC WORK CONTRACT NO. 16-03 01/04/2016 Page 13 of 13 Page I of 4 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 1/5/2016 (County Trade Job Classification Wage Holiday Overtime Note King Laborers Air, Gas Or Electric Vibrating $43.95 7A 31 Screed King Laborers Airtrac Drill Operator $45.32 7A 31 King Laborers Ballast Regular Machine $43.95 7A 31 King Laborers Batch Weighman $37.26 7A 31 King Laborers Brick Pavers $43.95 7A 31 King ,Laborers Brush Cutter $43.95 7A 31 King Laborers Brush Hog Feeder $43.95 7A 31 King Laborers Burner $43.95 7A 31 King Laborers Caisson Worker $45.32 7A 31 King Laborers Carpenter Tender $43.95 7A 31 King Laborers Caulker $43.95 7A 31 King Laborers Cement Dumper-paving $44.76 7A 31 King Laborers Cement Finisher Tender $43.95 7A 31 King Laborers Change House Or Dry Shack $43.95 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $43.95 7A 31 (King Laborers Chipping Gun(30 Lbs. And $44.76 7A 31 Over) King Laborers Choker Setter $43.95 7A 31 King Laborers Chuck Tender $43.95 7A 31 !King Laborers Clary Power Spreader $44.76 7A 31 !King Laborers Clean-up Laborer $43.95 7A 31 (King Laborers Concrete Dumper/chute $44.76 7A 31 Operator !King Laborers Concrete Form Stripper $43.95 7A 31 !King Laborers Concrete Placement Crew $44.76 7A 31 'King Laborers Concrete Saw Operator/core $44.76 7A 31 Driller !King Laborers Crusher Feeder $37.26 7A 31 !King Laborers Curing Laborer $43.95 7A 31 'King Laborers $43.95 7A 31 https://fortress.wa.gov/In i/wage lookup/pry Wage lookup.aspx 1/5/2016 I Page 2 of 4 Demolition: Wrecking £t Moving (incl. Charred Material) King Laborers Ditch Digger $43.95 7A 31 IKing (Laborers Diver $45.32 7A 31 1King Laborers Drill Operator $44.76 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $43.95 7A 31 King Laborers Dump Person $43.95 7A 31 King Laborers Epoxy Technician $43.95 7.4 31 King Laborers Erosion Control Worker $43.95 7A 31 King Laborers Faller Et Bucker Chain Saw $44.76 7A 31 King Laborers Fine Graders $43.95 7A 31 King Laborers Firewatch $37.26 7A 31 King Laborers Form Setter $43.95 7A 31 King Laborers Gabian Basket Builders $43.95 7A 31 King Laborers General Laborer $43.95 7A 31 King Laborers Grade Checker 8 Transit $45.32 7A 31 Person (King Laborers Grinders $43.95 7A 31 (King Laborers Grout Machine Tender $43.95 7A 31 (King Laborers Groutmen (pressure)including $44.76 7A 31 Post Tension Beams King Laborers Guardrail Erector $43.95 7A 31 IKing Laborers Hazardous Waste Worker $45.32 7A 31 (level A) 1King Laborers Hazardous Waste Worker $44.76 7A 31 (level B) l King Laborers Hazardous Waste Worker $43.95 7A 31 (level C) King Laborers High Scaler $45.32 7A 31 King Laborers Jackhammer $44.76 7A 31 King Laborers Laserbeam Operator $44.76 7A 31 King Laborers Maintenance Person $43.95 7A 31 King Laborers Manhole Builder-mudman $44.76 7A 31 King Laborers Material Yard Person $43.95 7A 31 King Laborers Motorman-dinky Locomotive $44.76 7A 31 King Laborers Nozzleman (concrete Pump, $44.76 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete 8 Rock, Sandblast, Gunite, Shotcrete, Water Bla (King Laborers Pavement Breaker $44.76 7A 31 'King Laborers Pilot Car $37.26 7A 31 (King Laborers Pipe Layer Lead $45.32 7A 31 King Laborers Pipe Layer/tailor $44.76 7A 31 King Laborers Pipe Pot Tender $44.76 7A 31 https://fortress.wa.gov/I n i/wage l ookup/pry W age lookup.as px 1/5/2016 Page 3 of 4 King Laborers Pipe Reliner $44.76 7A 31 King Laborers Pipe Wrapper $44.76 7A 31 King Laborers Pot Tender $43.95 7A 31 King Laborers Powderman $45.32 7A 31 King Laborers Powderman's Helper $43.95 7A 31 King Laborers Power Jacks $44.76 7A 31 King Laborers Railroad Spike Puller - Power $44.76 7A 31 King Laborers Raker - Asphalt $45.32 7A 31 King Laborers Re-timberman $45.32 7A 31 King Laborers Remote Equipment Operator $44.76 7A 31 King Laborers Rigger/signal Person $44.76 7A 31 King Laborers Rip Rap Person $43.95 7A 31 King Laborers Rivet Buster $44.76 7A 31 King Laborers Rodder $44.76 7A 31 King Laborers Scaffold Erector $43.5 7A 31 King Laborers Scale Person $43.95 7A 31 King Laborers Roper (over 20") $44.76 7A 31 King Laborers Sloper Sprayer $43.95 7A 31 King Laborers Spreader (concrete) $44.76 7A 31 King Laborers Stake Hopper $43.95 7A 31 King Laborers Stock Piler $43.95 7A 31 (King Laborers Tamper a Similar Electric, Air $44.76 7A 31 a Gas Operated Tools 'King Laborers Tamper (multiple Et Self- $44.76 7A 31 propelled) King Laborers Timber Person - Sewer $44.76 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $43.95 7A 31 King Laborers Topper $43.95 7A 31 King Laborers Track Laborer $43.95 7A 31 King Laborers Track Liner (power) $44.76 7A 31 King Laborers Traffic Control Laborer $39.84 7A 31 8R King Laborers Traffic Control Supervisor $39.84 7A 31 8R King Laborers Truck Spotter $43.95 7A 31 King Laborers Tugger Operator $44.76 7A 31 King Laborers Tunnel Work-Compressed Air $74.29 7A 31 M. Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $79.32 7A 31 8�( Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $83.00 7,4 31 8g Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $88.70 7A 31 M. Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $90.82 7A 31 Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $95.92 7A 31 M. Worker 64.01-68.00 psi 1 I https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 1/5/2016 Page 4 of 4 King Laborers Tunnel Work-Compressed Air $97.82 7A 31 8KC Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $99.82 7A 31 8S ' Worker 70.01-72.00 psi 'King Laborers Tunnel Work-Compressed Air $101.82 7A 31 8L Worker 72.01-74.00 psi 'King Laborers Tunnel Work-Guage and Lock $45.42 7A 31 S ' Tender King Laborers Tunnel Work-Miner $45.42 7A 31 8�C King Laborers Vibrator $44.76 7A 31 King Laborers Vinyl Seamer $43.95 7A 31 King Laborers Watchman $33.86 7A 31 King Laborers Welder $44.76 7A 31 King (Laborers Well Point Laborer $44.76 7A 31 King Laborers Window Washer/cleaner $33.86 7A 31 King Laborers - Underground Sewer General Laborer a Topman $43.95 7A 31 & Water 'King Laborers - Underground Sewer Pipe Layer $44.76 7A 31 & Water (King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers 'King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers https://fortress.wa.gov/I ni/wagelookup/pry W agelookup.aspx 1/5/2016 BENEFIT CODE KEY-EFFECTIVE 03-03-2011 THRU 08-31-2011 ******************************************************************************iii*+*+**ii*****************i************* OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS,THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO(2) HOURS BEFORE OR AFTER A FIVE - EIGHT(8) HOUR WORKWEEK DAY OR A FOUR- TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN(10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE(12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 03-03-2011 THRU 08-31-2011 0. THE FIRST TEN (IO) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE(12)HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10) HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 1. Q. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. THE FIRST TWO(2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS AND ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. T. WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (10) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) FIOURS OF STRAIGHT TIME PER WEEK,MONDAY THROUGH FRIDAY,OR OUTSIDE THE NORMAL SHIFT,AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS(12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS.AFTER AN EMPLOYEE HAS WORKED EIGHT(8)HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR(4) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED OUTSIDE THE HOURS OF 5:00 AM AND 5:00 PM (OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE)AND ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY (10 HOURS PER DAY FOR A 4 X 10 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-HAI,.F TIMES THE HOURLY RATE OF WAGE.(EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAID AT THE STRAIGHT-TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY (10 IN A 4 X 10 WORKWEEK) OR 40 HOURS DURING THAT WORKWEEK.) ALL HOURS WORKED MONDAY 'THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 03-03-2011 THRU 08-31-2011 -3- 1. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY. 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT(8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. S. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, EXCEPT THE DAY AFTER THANKSGIVING, THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY,WHICH SHALL BE PAID AT THE STRAIGHT TIME RATE IF WORKED,IN ADDITION TO HOLIDAY PAY. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER 12 HOURS IN A DAY, OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ON A FOUR-DAY,TEN- HOUR WEEKLY SCHEDULE, EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE,ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT(8) HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH,SIXTH, AND SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Z. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M. AND 6:00 A.M. AND ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILDINGS WHERE FLOOR COVERING WORK CANNOT BE PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY. FOR SUCH OCCUPIED,COMMERCIAL BUILDINGS; THE EMPLOYEE MAY AGREE TO WORK BETWEEN THE HOURS OF 6:00 PM TO 6:00 AM MONDAY THROUGH SATURDAY MORNING AT 6:00 AM AT AN OVERTIME PAY RATE OF 10%OVER THE STRAIGHT TIME RATE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 03-03-2011 TIIRU 08-31-2011 -4- 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE(12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). H. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,AND CHRISTMAS(6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY.AND CHRISTMAS DAY(7). K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(9). L. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. VETERANS'DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY (9). IF A HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY. R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 I/2). 5. S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS(9). V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. BENEFIT CODE KEY-EFFECTIVE 03-03-2011 THRU 08-31-2011 Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY.THANKSGIVING DAY.THE DAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(I I). G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND CHRISTMAS EVE DAY(I I). H. PAID HOLIDAYS: NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS,AND A FLOATING HOLIDAY(10). L PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). 6. Q. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,VETERANS DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY: PRESIDENTS'DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY.AND CHRISTMAS DAY(9). Z HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). IF A HOLIDAY FALLS ON SATURDAY, THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY. IF A HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY. 7. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY,THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY. B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. C. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. D. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). UNPAID HOLIDAYS: PRESIDENT'S DAY. ANY PAID HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY PAID HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. E. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. BENEFIT CODE KEY-EFFECTIVE 03-03-2011 TURD 08-31-2011 F. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY. AND CHRISTMAS DAY(6). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. HOLIDAYS: NEW YEAR'S DAY, PRESIDENT'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY. THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (9). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. 1. HOLIDAYS: NEW YEAR'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS DAY(6). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. K. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, LABOR DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. 7. M. PAID HOLIDAYS: NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENTS DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY AFTER OR BEFORE CHRISTMAS DAY. 10). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. N. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. WHEN CHRISTMAS FALLS ON A SATURDAY,THE PRECEDING FRIDAY SHALL BE OBSERVED AS A HOLIDAY. O. PAID HOLIDAYS: NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER OR BEFORE CHRISTMAS DAY, AND THE EMPLOYEES BIRTHDAY. II). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. Q. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY. BENEFIT CODE KEY-EFFECTIVE 03-03-2011 THRU 08-31-2011 NOTE CODES 8. A. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-S2.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-53.00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 220'-54.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220'-$5.00 PER FOOT FOR EACH FOOT OVER 220 FEET C. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-$2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A: $0.75, LEVEL B:$0.50,AND LEVEL C:$0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A& B: $1.00,LEVELS C&D:S0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS- LEVEL A: $1.00, LEVEL B:S0.75,LEVEL C:$0.50,AND LEVEL D:$0.25 8. P. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS -CLASS A SUIT: $2.00,CLASS B SUIT:$I.50, CLASS C SUIT:$1.00,AND CLASS D SUIT$0.50. Q. THE HIGHEST PRESSURE REGISTERED ON THE GAUGE FOR AN ACCUMULATED TIME OF MORE THAN FIFTEEN(15)MINUTES DURING THE SHIFT SHALL BE USED IN DETERMINING THE SCALE PAID. Exhibit A - Project Location Map -- _ rp "/ 333440'054D{ 33351p,0%&55� ,f /f` _ f, l� .. .J _ // 53394005'Sf3' I k / J -f 3 3 3 41 005 32) \ /tl /� 0 , /i � / ,ii c33394005.35 ��l /// 333e100535 // -/'e-r- - (333'`J10009J� ��' c i ' 4 39300007 r + [33 3 91006 69 :'GV" 'm �// 'r"'_-i" _ Lis /1J ✓ p J 15i700U68! 439:10c6(3) f/%/ '- f '� .: t 3 94190 Ae r. ,i •A - 333940053) ,3-3-39'41 0692,j / lb? f _1 ■ 3339400 30� f/•b '-{ ...J_ -_ f 1 GI 333 J�r65Y 5 l,6 1 t i1 ..p.p.�C0526i nl 3339100:00 .� 33394 0,80 i'ri _ + :333.94065,g o {33341 U5�45■ 133394'C0524) o+ =-r- X33910_' S 3330JO1S5 A 'ft V ri •33,35F0 Cb22 Ri(-�"'S -r"- 90 a ' � 3394°)522 Rs,.-00.S� Y 3339100 2] ! I,. _.w..-rJ. µ 333,4,6,,,, ,, J o X3339 00 55. f i I �tJ L_3,3940953P� to .r3339J�0)ira5 I 23314 ni3i]00. _ i - - -.-t : 6i —'1't'.e. _�, Ii 1p A -3')941085 (-s q Dori/ t Project Location �1 - coi712} 333-t006 31921 SE Lea Hill Road 3336, � I .yg3 '• 3 3 3 54 0071 7 31: Auburn WA, 98092 �� '1tii33304CxD5�t "-------------,33z4-„,001,6,. . r.~ 333940 6u 35 t}` ' t ' 6' .._. f333 09415,17' -:J ! iCbti 1� I 33_3 7�i 03 'If ---.--X . i 7 -?tp•TI-M1 - , - ,,, 33,35;1006'43 1 "�� 333910LL_00 ^+'� �' �� / `� is •393 1 0 I� 6333 15 . i 3335.406],a3i J f\ 0 =�YYY �' `�W j ,,a y �33a, 1 al 10 ., n -�'082105H'UR \ l Vl '�c i } / / . + j I--— - t / e� n 333 0')02, 33394 '3 333 005; 1 I \ 3 1;06]08 ::,\;:,, % �� 1721105,91 , =� 3311C00005i f '. 3341000060 I ...•� ■ _j 939.16)0;q67 1 i 0 4- . o • ! "-. `0 _ — a � i -7"\ O( — — j . i ° (‘\33.11,1P099.1 5 fi \-.I f y \s � - =I q c-,---1- 1111 t - -- —__^L6- I - .J Printed Date:11/5/2015 N Map Created by City of Auburn eGIS Information shown is for general reference purposes only and does not necessarily W I\ E represent exact geographic or cartographic data as mapped.The City of Auburn makes no warranty as to its accuracy. $ EXHIBIT B: TECHNICAL SPECIFICATIONS for Project Number MS1509 31921 SE LEA HILL ROAD BUILDING DEMOLITION Contract No. 16-03 TABLE OF CONTENTS DIVISION 2 EARTHWORK 1 2-01 CLEARING,GRUBBING AND ROADSIDE CLEANUP 1 2-01.1 DESCRIPTION Replacement I 2-01.2(2) DISPOSAL MIE I'I-IOD NO. 2-WASTE SITE Supplement 1 2-01.2(3) DISPOSAL METHOD NO. 3 -CHIPPING Revision 1 2-01.5 PAYMENT Supplement 1 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 2-02.1 DESCRIPTION Supplement 1 2-02.3 CONSTRUCTION REQUIREMENTS Revision 1 2-02.3(5) REMOVAL OF STRUCTURES AND OTHER IMPROVEMENTS New Section 1 2-02.3(6) REMOVE AND DISPOSAL OF ASBESTOS MATERIALS New Section 2 2-02.4 MEASUREMENT New Section 3 2-02.5 PAYMENT Supplement 3 2-07 WATERING 3 2-07.3 CONSTRUCTION REQUIREMENTS Supplement 3 2-07.4(1) WATER FROM Cfl'Y HYDRANTS New Section 3 2-07.5 PAYMENT Supplement 4 DIVISION 3 PRODUCTION FROM QUARRY AND PIT SITES, AND STOCK PILING 3-1 3-01 PRODUCTION FROM QUARRY AND PIT SITES 3-1 3-01.4 CONTRACTOR FURNISHED MATERIAL SOURCES Supplement 3-1 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-1 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-1 8-01.1 DESCRIPTION Supplement 8-1 8-01.3(I)A SUBMITTALS Supplement/Revision 8-1 8-01.5 PAYMENT Supplement/Revision 8-I EXHIBIT B: TECHNICAL SPECIFICATIONS DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 2-01.1 DESCRIPTION Replacement The Contractor shall preserve all existing property vegetation, including trees, shrubs, and lawns, except those areas which must be impacted to complete the demolition work as described herein. Open burning will not be permitted on this project. 2-01.2(2) DISPOSAL METHOD NO. 2 - WASTE SITE Supplement No waste site has been provided for the disposal of excess material. 2-01.2(3) DISPOSAL METHOD NO. 3 - CHIPPING Revision Unsold chips shall not be spread on the project site unless approved by the Engineer. Unsold chips shall be disposed of by Disposal Method No. 2. 2-01.5 PAYMENT Supplement All costs for clearing, grubbing, and associated disposal shall be considered incidental to the bid item"Removal of Structures and Site Improvements— 31921 SE Lea Hill Road ". 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 DESCRIPTION Supplement The work includes the removal and disposal of structures and site improvements. 2-02.3 CONSTRUCTION REQUIREMENTS Revision 2-02.3(5) REMOVAL OF STRUCTURES AND OTHER IMPROVEMENTS New Section The Contractor shall remove and dispose of all structures including foundation, garage, and mailbox. The work shall include the demolition and removal of the structures to the ground MS1509 1 Lea Hill Road Building Demolition EXHIBIT B: TECHNICAL SPECIFICATIONS level, and surface restoration. Structures and foundations extending below existing grade shall be broken up, removed and disposed of, and the remaining void shall be backfilled to the existing ground level with gravel base meeting the requirements of Section 9-3.10 (Aggregates for Gravel Base) of the WSDOT Standard Specifications and compacted in accordance with the requirements of Section 2-03.3(14)C (Compacting Earth Embankments), Method C, of the WSDOT Standard Specifications. All materials and/or items located inside and outside of the buildings shall be removed and properly disposed of by the Contractor. All related demolition and disposal fees shall be the responsibility of the Contractor and shall be considered incidental to the Contract Documents. It is the Contractor's responsibility to provide the City with proof that all materials and substances have been disposed of in an approved manner, in accordance with all Federal, State, and Local requirements and regulations at an approved/licensed location. The proper reclamation and disposal of all materials and substances discharged, or caused to be discharged, by the Contractor in the performance of the Contract Documents, shall be the Contractor's responsibility. The Contractor shall grade all areas where structures or improvements were removed to eliminate holes and depressions. The Contractor shall restore all surfaces impacted by construction with 4 inches of compacted gravel base. Utilities Abandonment: • Prior to starting work, the Contractor shall be responsible for verifying that all power, communications, and water connections have been severed. • The Contractor shall disconnect existing sanitary sewer services at the right-of-way line in accordance with City requirements. The Contractor shall pick-up a "City of Auburn Sewer Capping Permit" with the permit fee being born by the City of Auburn. The Contractor shall submit an as-built sketch to the City showing the location and depth of the capped side sewers upon completion of the permit requirements. 2-02.3(6) REMOVE AND DISPOSAL OF ASBESTOS MATERIALS New Section No asbestos was identified on the subject property. MSt 509 2 Lea Hill Road Building Demolition EXHIBIT B: TECHNICAL SPECIFICATIONS 2-02.4 MEASUREMENT New Section Gravel base will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 2-02.5 PAYMENT Supplement Payment will be made for the following bid items: Removal of Structures and Site Improvements — 31921 SE Per Lump Sum Lea Hill Road Gravel Base, Including Haul Per Ton The lump sum bid for "Removal of Structures and Site Improvements — 31921 SE Lea Hill Road" shall be full compensation for all labor, equipment, and materials necessary to complete the work identified in Section 2-02.3(5) for 31921 SE Lea Hill Road, except gravel base, which will be paid under separate contract items. The unit contract price for "Gravel Base, Including Haul" shall be full compensation for costs incurred in the delivery, placement, and compaction of the material. 2-07 WATERING 2-07.3 CONSTRUCTION REQUIREMENTS Supplement The Contractor shall water the site during the execution of the project to control dust created by the demolition and removal activities, and as directed by the Engineer. All means to disperse water for dust control shall be supplied by the Contractor. 2-07.4(1) WATER FROM CITY HYDRANTS New Section The Contractor shall obtain a Fire Hydrant Meter Permit from the City of Auburn Permit Center (1 East Main Street) before taking of water from hydrants. Water will be furnished by the City from the fire hydrant to be designated at the time a Fire Hydrant Meter Permit is obtained and in accordance with the terms of the Fire Hydrant Meter Permit. To obtain a Fire Hydrant Meter Permit the applicant shall make a deposit of$1,965.00 which covers the use of a water meter, hydrant wrench, brass adapter, and hydrant gate valve, and is refundable if returned in acceptable condition. When the meter, hydrant wrench, and gate valve are returned in an acceptable condition and all water usage fees have been paid, the $1,965.00 deposit will then be refunded to the applicant. The applicant shall pay a base fee of$46.42 per month and all water usage will be paid by the applicant at the rate of$3.69 per hundred cubic feet. MS1509 3 Lea Hill Road Building Demolition EXHIBIT B: TECHNICAL SPECIFICATIONS NOTE: These are current 2016 rates and may be revised periodically. The Contractor shall be responsible to contact the City and verify these rates when preparing the bid. Adjustment of these rates by the City will not be the basis for any contract unit price adjustment. The Contractor shall furnish all required equipment and material necessary for transporting the water from the hydrant, including gauges for testing (except the meter, wrench and valve as stated above). 2-07.5 PAYMENT Supplement Payment for "Water" will be considered incidental to "Removal of Structures and Site Improvements—31921 SE Lea Hill Road" and no additional payment will be made. END OF DIVISION 2 MS1509 4 Lea Hill Road Building Demolition EXHIBIT B: TECHNICAL SPECIFICATIONS DIVISION 3 PRODUCTION FROM QUARRY AND PIT SITES, AND STOCK PILING 3-01 PRODUCTION FROM QUARRY AND PIT SITES 3-01.4 CONTRACTOR FURNISHED MATERIAL SOURCES Supplement No source has been provided for any materials necessary for the construction of this improvement. If the sources of materials provided by the Contractor necessitate hauling over roads other than City streets, the Contractor shall make all arrangements for use of the haul routes at no cost to the City. All costs of acquiring, producing and placing material shall be incidental to the unit Contract prices for the various items involved. END OF DIVISION 3 MS1509 3-1 Lea Hill Road Building Demolition EXHIBIT B: TECHNICAL SPECIFICATIONS DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 DESCRIPTION Supplement The Contractor shall implement temporary erosion and sediment control (TESC) measures as necessary to prevent erosion and to stop sediment-laden water from leaving the site and entering the storm drain system. Measures shall be in accordance with and conform to the City of Auburn Design Manual and these Special Provisions. The Contractor shall construct all necessary elements and provide other necessary materials, labor, and equipment. Exposed slopes and excavations shall be protected. The Contractor shall maintain and clean the facilities until final restoration has been placed and accepted. The Contractor shall have adequate materials on the site to respond to weather changes and shall modify the system to accommodate seasonal changes. 8-01.3(1)A SUBMITTALS Supplement/Revision The Contractor shall prepare a TESC plan and submit it to the Engineer for approval prior to beginning construction. The TESC plan shall cover all areas the Contractor's work may affect both inside and outside the project limits. The Contractor's TESC Plan shall meet all requirements of the City of Auburn Surface Water Management Manual (SWMM). The Contractor shall provide a schedule for TESC Plan implementation and incorporate it into the Contractor's progress schedule. The Contractor shall obtain the Engineer's approval of the TESC Plan and schedule prior to the beginning of Work. The TESC Plan shall cover all areas that maybe affected inside and outside the limits of the project (including all Contracting Agency-provided sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies of water). The Contractor shall allow at least 5-working days for the Engineer to review any original or revised TESC Plan. Failure to approve all or part of any such Plan shall not make the Contracting Agency liable to the Contractor for any Work delays. 8-01.5 PAYMENT Supplement/Revision Preparation of the TESC plan and implementation of TESC measures shall be considered incidental to the contract and no separate compensation shall be made. END OF DIVISION 8 MS1509 8-1 Lea Hill Road Building Demolition P - RE PACIFIC AIM ENVIRONMENTAL, INC. Regulated Building Material Survey 31921 Lea Hill Road Auburn, WA I • # `A 1. 3 1 ¢�.p L Q±' tg� r R t iii Y 1'; r •jam' i" F...‘:67#.t1.- W c>C . 7 �c-715.-- f-P, .4 a y. * .i_ �'>'n *' 7 N.74` '-xr 5 L3 te 1vs Y'4 ' t+t �^" '-°:,-4 3 4 "33i S ,, 1.1 FF z Bi f i Prepared for: City of Auburn 25 West Main Street Auburn, WA 98001-4998 I Prepare. odd P. Carter AHERA Building Inspector WA DOC Lead Risk Assessor Date Prepared: 10/29/2015 PacRim#: 15579 6510 Southcenter Blvd., Ste. #40 vww,pacrimenv.com Phone: (206)244-8965 Seattle, WA 98188 Fax (206)244-9096 'Table of Contents Section 1.0 Scope of Work 2 Section 2.0 Asbestos Survey Narrative 3-4 Section 3.0 Abatement Cost Estimate 5 Section 4.0 Statement of Compliance 6 Section 5.0 Lead-Based Paint Screening Summary 7 Section 6.0 Universal Waste Inventory 8 Appendix A: Asbestos Sample Summary Appendix B: Bulk Sample Analysis Report Appendix C: Site Sketch Appendix D: XRF Data Sheets Appendix E: XRF Performance Characteristic Sheets Appendix F: Universal Waste Rules for Dangerous Waste Lamps WAC 173-303-573 Appendix G: Inspector/Laboratory Certifications PacRim#15579 Page 1 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Section 1.0 Scope of Work 31921 Lea Hill Road—Auburn,WA On October 20, 2015, Matt DeDominces, an AHERA Accredited Building Inspector and DOC Lead Inspector for Pacific Rim Environmental, Inc. (PacRim), performed a regulated building material survey at the subject Property located at 31921 Lea Hill Road in Auburn,Washington. Site: The subject Property is occupied by an approximately 1,490 square foot, three-bedroom single-family residence constructed in 1947. Limitations: No inspection or report limitations noted. Field inspection, data collection, and report generation were performed according to the following Scope of Work: Asbestos-Containing Materials(ACM) 1. Bulk sampling and analysis of suspect asbestos-containing materials(ACM). 2. Analysis of suspect ACM by a NVLAP accredited laboratory. 3. Quantity estimates of ACM. 4. Written report including recommendations based on the technician's observations, abatement (removal)cost estimates, sample descriptions,and sample location. 5. Statement of Compliance with W.A.C. 296-62-07721 Sign-off form. Lead-Based Paints(LBP) 6. Perform limited screening of suspect lead-based paints both interior and exterior, utilizing a Niton XRF portable sampling device. 7. Prepare final report including: Sample descriptions, conditions, locations, analytical results, and recommendations. Universal Waste Inventory 8. Inspect and inventory lights and equipment to identify fixture and lamp type to determine presence of PCB and/or mercury. The survey was intended to identify possible asbestos-containing materials (ACM) on the interior and exterior of the building. This inspection covered only those areas, which were exposed and/or physically accessible to the inspector. Materials uncovered during the course of demolition, renovation, or maintenance activities that are not identified in this inspection report must be presumed to contain asbestos until PLM analysis proves that this material is not asbestos- containing. This survey is not intended for, nor should be used as a design specification. The Asbestos in Schools Hazard Amendment and Reauthorization Act(ASHARA), effective November 20, 1990, expanded accreditation requirements to apply to persons who work with asbestos in public and commercial buildings as well as schools. Specifically,ASHARA expanded the Toxic Substances Control Act (TSCA) Section 206 (a) (1) and (3) to require accreditation for any person who designs or conducts a response action with respect to friable ACM in a building. TSCA Section 207 provides for civil penalties of $5,000 for each day of a violation for not employing accredited individuals to design and conduct response actions. Sampling of suspect asbestos-containing materials was conducted as prescribed in 40 CFR 763.86. Suspect asbestos-containing materials within the structure were identified and classified as a surfacing material, thermal system insulation,or miscellaneous materials. Surfacing materials are those,which are either spray applied or troweled- on for acoustical, decorative, or fireproofing purposes. Thermal system insulation (TS') is insulation used to inhibit heat transfer or to prevent condensation on pipes, boilers, tanks, ducts and various other components. Miscellaneous materials include all other materials not included in the above categories such as floor tile, ceiling tile, roofing felt, cementitious materials,wallboard systems and products such as caulking, mastics and putties. A total of twenty-one (21) bulk samples were collected and submitted for PLM laboratory analysis. None (0) of these samples was found to contain greater than 1%asbestos. PacRim#15579 Page 2 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Section 2.0 Survey Narrative 31921 Lea Hill Road—Auburn,WA Bulk samples collected were submitted for sample analysis in accordance with method EPA-600/R-93/116: "Method for the Determination of Asbestos in Bulk building Materials". Analyses were performed in Pacific Rim Environmental Inc.'s NVLAP Accredited Laboratory (Lab Code 101631-0). Materials are positive for asbestos if they are found to contain greater than 1%or 1%asbestos. Thermal Systems Insulation(TSI) Suspect asbestos-containing blown-in insulation was identified in the attic. The material was sampled and no asbestos was detected. (Sample#14) If during the course of wall, ceiling or floor demolition, any TSI materials that are not listed in this report are uncovered, sampling must be performed prior to disturbing these materials. Surfacing Materials Suspect asbestos-containing texture on GWB was identified throughout the residence. The materials were sampled several times and no asbestos was detected. (Samples#15-19) If during the course of wall, ceiling or floor demolition, any surfacing materials not identified in this report are uncovered, sampling must be performed prior to disturbing these materials. Miscellaneous Materials Suspect asbestos-containing 9" floor tile and associated mastic was identified in Bedroom 3. The material was sampled and no asbestos was detected. (Sample#1) Suspect asbestos-containing floor tile and associated mastic was identified in the Bathroom. The material was sampled and no asbestos was detected. (Sample#2) Suspect asbestos-containing tar paper vapor barrier was identified under the subfloor in Bedroom 3. The material was sampled and no asbestos was detected. (Sample#3) Suspect asbestos-containing floor mastic was identified in the living room. The material was sampled and no asbestos was detected.(Sample#4) Suspect asbestos-containing tar paper vapor barrier was identified under the subfloor in the living room. The material was sampled and no asbestos was detected.(Sample#5) Suspect asbestos-containing floor tile and associated mastic was identified in the kitchen. The material was sampled and no asbestos was detected. (Sample#6) Suspect asbestos-containing floor tile and associated mastic was identified in the hallway. The material was sampled and no asbestos was detected.(Sample#7) Suspect asbestos-containing sheet vinyl flooring and associated mastic was identified in the furnace closet. The material was sampled and no asbestos was detected. (Sample#8) PacRim#15579 Page 3 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Section 2.0 Survey Narrative-Continued 31921 Lea Hill Road—Auburn,WA Miscellaneous Materials-Continued Suspect asbestos-containing leveling compound was identified in the dining room. The material was sampled and no asbestos was detected.(Sample#9) Suspect asbestos-containing 12" floor tile and associated grout was identified in Bathroom 1. The material was sampled and no asbestos was detected.(Sample#10) Suspect asbestos-containing underlayment,vinyl flooring with associated mastic was identified in Bathroom 1. The materials were sampled several times and no asbestos was detected. (Samples#11-13) Suspect asbestos-containing asphalt shingles and tar paper was identified on the roof.The material was sampled and no asbestos was detected. (Sample#20) Suspect asbestos-containing tar paper vapor barrier was identified under the exterior siding. The material was sampled and no asbestos was detected. (Sample#21) If during the course of wall, ceiling or floor demolition, any miscellaneous materials not identified in this report are uncovered,sampling must be performed prior to disturbing these materials. PacRim#15579 Page 4 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. • Section 3.0 Asbestos Abatement Cost Estimate 31921 Lea Hill Road—Auburn,WA The following abatement costs are "best-effort" estimates and are based on current industry averages. The following estimates are subject to many variables beyond the control of PacRim. Such variables include, but are not limited to: project duration, contractor work schedule, hours of work allowed by the owner, contractor performance, regulatory agency interpretation of changing regulations, logistics of removal of material and miscellaneous delays. The estimate is meant only as a guideline to assist in the selection of an abatement contractor and may not reflect the actual final costs of asbestos removal. They do not include owner costs such as abatement project oversight and monitoring for compliance to law, and compliance to project plans and/or specifications. These estimates assume that adequate, professional plans and specifications are prepared. Generally, abatement costs are minimized by professional project management as well as utilizing the same asbestos abatement contractor to remove all asbestos containing materials during a single project. It is in no way intended to serve as, or replace, a comprehensive abatement specification. Estimates include permitting, removal and disposal. No asbestos was identified on the subject Property PacRim#15579 Page 5 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Section 4.0 Statement of Compliance 31921 Lea Hill Road—Auburn,WA In accordance with W.A.C. 296-62-07721 and PSCAA Regulation III, Article 4, Pacific Rim Environmental, Inc. performed an asbestos survey of the subject structure located at 31921 Lea Hill Road in Auburn, Washington. Should employees or contract personnel encounter any suspect asbestos-containing materials(ACM)it is their responsibility to: 1. Contact a representative of the owner. 2. Consult the inspection report to determine whether or not the suspect material contains asbestos. 3. If the suspect material does not appear in the inspection report, then that material was not sampled and must be presumed to contain asbestos until proven otherwise by sampling and PLM analysis. 4. Ensure that all employees and contractors are informed and advised of the location and type of materials that contain asbestos. No asbestos-containing materials were identified at the subject property. I Hereby Attest: The inspection report has been made available to me. I will inform all subcontractors of the location and types of materials containing asbestos. I am authorized to sign on behalf of my company. Contractor: Owner's Rep: Signature: Signature: Print Name: Print Name: Title: Title: Date: Date: PacRim#15579 Page 6 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Section 5.0 Lead-Based Paint Screening Summary -31921 Lea-Hill Road-Auburn WA The inspection and testing performed on the interior and exterior painted surfaces of the subject Property did identify lead-based paint at or above the EPA/HUD standard of 1.0 mg/m2 on selected interior and exterior components only. Gray painted wood shake siding The complete XRF sample results are provided in Appendix D. If the building is to be renovated or remodeled there are procedures regarding the disturbance or removal of the lead- based paints that can be followed(i.e. initial air monitoring,clearance sampling, etc.). These procedures can be found in HUD-0006700 Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing. It is not required that these regulations/procedures be utilized on this project, however because these are the only available guidelines for the removal of lead-based paints PRE feels it necessary to inform you of these guidelines. The only state rules or regulations that currently apply to lead-based paints are WAC 296-155-17603 Scope" and WAC 296-155-17607 Permissible Exposure Limit**. The WAC code states that if lead is detectable in the workplace in any quantity, initial air monitoring must be performed on employees doing demolition, renovation or remodeling work in areas found to have materials containing lead. Also, workers performing lead removal must be trained in accordance with WAC 296-155-17625. The EPA/HUD standard uses a criterion of 5,000 parts per million (PPM) dry weight or 1.0 milligrams per square centimeter (1.0 mg/cm2) for lead-based paint. However, if lead is detected in any concentration, Federal OSHA and Washington State Department of Labor and Industries regulations will still apply, since neither agency has established a concentration of lead in paint below which the lead in construction standards do not apply. PacRim#15579 Page 7 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Section 6.0 Universal Waste Inventory 31921 Lea Hill Road—Auburn,WA Universal Waste Rules The Universal Waste Rule(UWR)establishes alternative, streamlined waste management standards in place of most of the Dangerous Waste Regulations, Chapter 173-303 WAC, except for, WAC 173-303-050, 173-303-145 and 173-303- 960. The following lamp types may be characterized as universal waste: fluorescent tubes, high intensity discharge (HID) lamps(mercury vapor, metal halide, high pressure sodium)and compact fluorescent. No Universal Waste was identified on the subject site. • If during demolition or renovation any universal waste is found,it must be removed and properly disposed of or recycled. Disposal of individual lamps is not regulated. However disposal of large quantities of lamps is subject to dangerous waste regulations (WAC 173-303) and the waste stream must be subjected to TCLP (Toxicity Characteristic Leaching Procedure)analysis to determine the amount of mercury that could leach out of the waste.The TCLP limit for mercury is 0.2 mg/L. A copy of the Washington State Department of Ecology Universal Waste Rule for Dangerous Waste Lamps WAC 173- 303-573, Publication#00-04-020 is provided in the Appendix F. PCBs belong to a broad family of organic chemicals known as chlorinated hydrocarbons. PCBs are produced by the combination of one or more chlorine atoms and a biphenyl molecule. PCBs range in consistency from heavy oily liquids to waxy solids. Prior to 1979, PCBs were widely used in electrical equipment such as transformers, capacitors, switches, and voltage regulators. PacRim#15579 Page 8 This report shall not be reproduced,except in full,without written permission from Padfic Rim Environmental,Inc. Appendix A: Asbestos Sample Summary PacRim#15579 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. 0 Pa cRi m Asbestos Sample Summary PacRim ID: 15579 Project Name/Address: 31921 Lea Hill Rd.,Auburn,WA Sample N Sample Date Sample Location AHERA Category Sample Description Asbestos TjpeP% Approximate Quant. 01 10202015 Bedroom 3.floor Miscellaneous 9"x 9"red painted white floor tile None Detected(All Layers) N/A 02 10/20/2015 Bathroom 2 Miscelaneous Floor tile None Detected(All Layers) N/A 03 10/20/2015 Bedroom 3,floor under Miscellaneous Vapor barrier,black tar paper None Detected N/A sub floor plywood 04 10/20/2015 Living room floor Miscellaneous Mastic None Detected(Both Layers) N/A 05 10/20/2015 Living room floor under the Miscellaneous Vapor barrier,black tar paper None Detected N/A sub0oor 06 10202015 Kitten floor Miscellaneous Floor tile None Detected(All Layers) N/A Summary Date: 11/3/2015 Pacific Rim Environmental,arc.6510Southcenter Blvd.Suite 40,Seattle,IFA 98183 Page I of4 This repon shall not be reproduced except infra without written permission by PacRim. PacRim Asbestos Sample Summary "** " PacRinr ID: 15579 Project Name/Address: 31921 Lea Hill Rd.,Auburn,WA Sample N Sample Date Sample Location AHERA Category Sample Description Asbestos Typal% Approximate Quota. 07 10202015 Hallway floor Miscellaneous Floor tile None Detected(Both Layers) N/A as 10202015 HVAC closet floor Miscellaneous Sheet vinyl flooring None Detected(All Layers) N/A 09 1020/2015 Dining room floor Surfacing Gray leveling compound None Detected WA 10 10202015 Bathroom 1 floor Miscellaneous 12*x 1rflooring tile None Detected(All Layers) N/A 11 10/20/2015 Bathroom 1 floor Miscellaneous Underlayment None Detected(Both Layers) N/A 12 10/20/2015 Bathroom 1 floor Miscellaneous Vinyl floor tile None Detected(Both Layers) N/A 13 10/20/2015 Bathroom 1 floor,under Miscellaneous Sheet vinyl flooring None Detected(Both Layers) N/A the subfloor Summary Date: 11/3/2015 P a c i fi c Run Environmental,Inc.6510Smehcenter Blvd.Suite 40.Seattle,PIA 98188 Pa e_2of4 This report shalt not he reproduced except in full wialma written permission by PacRlnL 0 Pa cRi m Asbestos Sample Summary PacRim ID: 15579 Project/lame/Address: 31921 Lea Hill Rd.,Auburn,WA Sample ft Sample Date Sample Location AHERA Category Sample Description Asbestos Tj pe/°o Approximate Quant. 14 10202015 Attic T51 Blown-in insulation None Detected N/A 15 10/20/2015 Hallway,ceiling Surfacing Texture on GWB None Detected(Both Layers) WA 16 10/20/2015 Bedroom 2,northeast Surfacing GWB,tape and joint compound None Detected(All Layers) WA corner 17 10/20/2015 Bathroom 1,south wall Surfacing Texture on GWB None Detected(Both Layers) WA l6 10/20/2015 Living room,east wall Surfacing Texture on GWB None Detected(All Layers) N/A 19 10202015 Bedroom 3,east wall Surfacing Texture on GWB None Detected(Both Layers) WA a m,e. _..___ _. ._.m.....4 . _ .._.._.+UH.... ___.. .aamN. Sununar),Dale: 11/3/2015 Pacific Rim Environmental,Int.6510 Soulhcenter Blvd.Suite 40,Senate.1P.193138 1'a$,3 of This report shall not be reproduced eleept in fill without written permission br PacRim. _® Pa cRi m Asbestos Sample Summary PacRim ID: 15579 Project Name/Address: 31921 Lea Hill Rd.,Auburn,WA Sample P Sample Date Sample Location AHERA Category Sample Description Asbestos Type% Approximate Quart!. 20 10202015 Roof,southeast corner at Miscellaneous 3 Tab roofing None Detected NIA front entrance 21 10/20/2015 Exterior wall at southeast Miscellaneous Vapor barrier None Detected NIA side by front entrance Summary Date: 1113/2015 Pacific Rim Environmental.Inc.6510Srruamenter Blvd.Suite 40,Seattle,WA 98188 Page 4 of4 This report shall not be reproduced except in All without written permission by PncRinr, Appendix B: Bulk Sample Analysis Report PacRim#15579 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. PRE PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Auburn PACRIM#: 15579 25 West Main Street REPORT#: 2015-10-0272 Auburn, WA 98001 DATE RECEIVED: 10/20/2015 ANALYST: William F. Golloway PROJECT: Demo Survey DATE ANALYZED: 10/26 - 10/27/2015 31921 Lea Hill Rd REPORT BY: Olivia Neira Auburn, WA REPORT DATE: 10/28/2015 TURNAROUND: 3-5 Days SAMPLE DATE: 10/20/2015 PAGE: 1 of 6 Attached are the results of analysis of 21 bulk samples submitted for asbestos identification: Lab ID #2015-10- 0272through 2015-10-0292. The samples were analyzed in accordance with method EPA-600/R-93/116: "Method for the Determination of Asbestos in Bulk Building Materials". Unless otherwise noted, the samples were inhomogeneous; subsamples of components were analyzed to achieve representative analysis. Separate layers of layered samples are analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). CVES concentrations are reported in 2 to 3 percent ranges for fiber concentrations ranging from 1-10%, and 5 percent ranges for concentrations greater than 10%. Samples in which asbestos was not observed are reported as"none detected". Limitations and Uncertainty: Factors such as sample quality, sample size, interfering matrix material, fiber size, and fiber concentration contribute to the uncertainty of asbestos concentration measurements in bulk materials. Relative errors exceeding 100% may occur in samples containing <1-10% asbestos. Relative errors are typically below 30% in samples with greater than 10% asbestos, and approach zero as the asbestos concentration approaches 100%. Asbestos fibers with diameters below approximately 0.25 micrometers are not detectable by PLM. These extremely fine fibers may occur in such products as floor tile, adhesives, and cement products. This limitation can be overcome, however, by the use of alternate analytical methods, such as Transmission Electron Microscopy (TEM). This report cannot be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full without written permission from the laboratory. NVLAP Accredited LAB #: 101631-0 Reports /� / •y/ Samples submitted by: PacRim Reviewed By: — Approved Sig :to dr • 6510 Southcenter Blvd., Ste.#40 www.pacritnenv.com Phone: (206)244-8965 Seattle, WA 98188 Fax:(206)244-9096 Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Auburn PACRIM# : 15579 25 West Main Street REPORT#: 2015-10-0272 Auburn, WA 98001 DATE RECEIVED: 10/20/2015 ANALYST: William F. GolloWay PROJECT: Demo SUrVey DATE ANALYZED: 10/26 - 10/27/2015 31921 Lea Hill Rd REPORT BY: Olivia Neira Auburn, WA REPORT DATE: 10/28/2015 TURNAROUND: 3-5 Days SAMPLE DATE: 10/20/2015 PAGE: 2 of 6 Client/Lab ID Sample Date Number Location and Description Asbestos Type(s)/% Other Material(s) Analyzed 1 Bedroom 3, floor (9x9 red Layer 1 (Flooring): Layer 1: Cellulose (40-45%), 10-26-15 painted white floor tile). None Detected. Binder, Mineral Aggregate, 2015-10-0272 Foil. White-painted, red flooring Layer 2 (Backing): with gold flecks (layer 1), None Detected. Layer 2: Cellulose (90-95%), brown, fibrous backing (layer Synthetics (<1%), Binder, 2) and white-painted, brown Layer 3 (Mastic): mastic (layer 3). None Detected. Layer 3: Cellulose (<1%), Adhesive, Paint. 2 Bathroom 2 (Floor tile). Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-26-15 None Detected. Binder, Mineral Aggregate. 2015-10-0273 White, chalky texture-like material (layer 1) on white, Layer 2 (Tile): Layer 2: Mineral Aggregate, gray-streaked floor tile (layer None Detected. Binder. 2)with yellow mastic (layer 3). Layer 3 (Mastic): Layer 3: Cellulose (<1%), None Detected. Adhesive, Mineral Aggregate. 3 Bedroom 3, floor under sub- None Detected. Cellulose (65-70%), Tar, Wood. 10-27-15 floor plywood (Vapor barrier, 2015-10-0274 black tar paper). Black tar paper material with adhering wood fragments. 4 Living room floor (Mastic). Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 • None Detected. Binder, Mineral Aggregate, 2015-10-0275 White-painted, white, chalky Paint. texture (layer 1) on brown Layer 2 (Mastic): mastic (layer 2) on wood. None Detected. Layer 2: Cellulose (<1%), Adhesive. 5 Living room floor under the None Detected. Cellulose (65-70%), Tar, Wood. 10-27-15 subfloor (Vapor barrier, black 2015-10-0276 tar paper). Black tar paper material. This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Auburn PACRIM N: 15579 25 West Main Street REPORT N: 2015-10-0272 Auburn, WA 98001 DATE RECEIVED: 10/20/2015 ANALYST: William F. Golloway PROJECT: Demo Survey DATE ANALYZED: 10/26 - 10/27/2015 31921 Lea Hilt Rd REPORT BY: Olivia Neira Auburn, WA REPORT DATE: 10/28/2015 TURNAROUND: 3-5 Days SAMPLE DATE: 10/20/2015 PAGE: 3 of Client/Lab ID Sample Date Number Location and Description Asbestos Type(s)/% Other Material(s) Analyzed 6 Kitchen floor (Floor tile). Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 None Detected. Binder, Mineral Aggregate, 2015-10-0277 White-painted, white, chalky Paint. texture (layer 1) on white floor Layer 2 (Tile): tile (layer 2) with clear mastic None Detected. Layer 2: Mineral Aggregate, on gray leveling compound Binder. (layer 3). Layer 3 (Mastic with leveling compound): Layer 3: Cellulose (1-3%), Note: Mastic and leveling None Detected. Adhesive, Mineral Aggregate, compound were inseparable. Binder. 7 Hallway floor (Floor tile). Layer 1 (Tile): Layer 1: Mineral Aggregate, 10-27-15 None Detected. Binder, Paint. 2015-10-0278 White-painted, white floor tile (layer 1) with light yellow, Layer 2 (Mastic): Layer 2: Cellulose (<1%), tacky mastic (layer 2) on None Detected. Adhesive, Mineral Aggregate, wood. Wood. 8 HVAC closet floor under sub- Layer 1 (Flooring): Layer 1: Cellulose (40-45%), 10-27-15 floor (Sheet vinyl flooring). None Detected. Binder. 2015-10-0279 Brown sheet flooring (layer 1) Layer 2 (Backing): Layer 2: Cellulose (65-70%), with black tar paper backing None Detected. Tar, Binder. (layer 2) and light brown mastic (layer 3). Layer 3 (Mastic): Layer 3: Cellulose (3-5%), None Detected. Adhesive, Mineral Aggregate, Wood. 9 Dining room floor (Gray None Detected. Cellulose (<1%), Mineral 10-27-15 leveling compound). Aggregate, Binder. 2015-10-0280 Light gray, brittle leveling compound with white surface residue. This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Auburn PACRIM N: 15579 25 West Main Street REPORT N: 2015-10-0272 Auburn, WA 98001 DATE RECEIVED: 10/20/2015 ANALYST: William F. Galloway PROJECT: Demo Survey DATE ANALYZED: 10/26 - 10/27/2015 31921 Lea Hill Rd REPORT BY: Olivia Neira Auburn, WA REPORT DATE : 10/28/2015 TURNAROUND: 3-5 Days SAMPLE DATE: 10/20/2015 PAGE : 4 of 6 Client/Lab ID Sample Date Number Location and Description Asbestos Type(s)/% Other Material(s) Analyzed 10 Bathroom 1 floor (12x12 Layer 1 (Ceramic): Layer 1: Ceramic, Mineral 10-27-15 flooring tile). •None Detected. Aggregate, Binder. 2015-10-0281 Gray-brown ceramic material Layer 2 (Grout): Layer 2: Mineral Aggregate, with white and light gray glaze None Detected. Binder. (layer 1), brown grout (layer 2), and white mortar (layer 3). Layer 3 (Mortar): Layer 3: Cellulose (<1%), None Detected. Mineral Aggregate, Binder. 11 Bathroom 1 floor Layer 1 (Fiberboard): Layer 1: Cellulose (35-40%), 10-27-15 (Underlayment). None Detected. Binder, Mineral Aggregate. 2015.10-0282 Light gray fiberboard material Layer 2 (Mortar): Layer 2: Cellulose (<1%), (layer 1) with white mortar- None Detected. Binder, Mineral Aggregate. like material (layer 2) 12 Bathroom 1 floor (Vinyl floor Layer 1 (Floor tile): Layer 1: Mineral Aggregate, 10-27-15 tile). None Detected. Binder, Paint. 2015.10-0283 • White-painted, white, gray- Layer 2 (Mastic): Layer 2: Cellulose (<1%), streaked floor tile (layer 1) None Detected. Adhesive, Mineral Aggregate, with light yellow mastic (layer Wood. 2) on wood. 13 Bathroom 1 floor, under the Layer 1 (Backing): Layer 1: Cellulose (60-65%), 10-27-15 subfloor (Sheet vinyl None Detected. Synthetics (1-3%), Tar, Binder, 2015-10-0284 flooring). Mineral Aggregate. Layer 2 (Mastic): Black tar paper backing with None Detected. Layer 2: Cellulose (1-3%), red surface binder (layer 1) Adhesive, Mineral Aggregate, and brown mastic (layer 2). Wood. 14 Attic (Blown-in insulation). None Detected. Cellulose (80-85%), Binder. 10-27-15 2015-10-0285 Light gray, fibrous insulation material. This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. • Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Auburn PACRIM# : 15579 25 West Main Street REPORT# : 2015-10-0272 Auburn, WA 98001 DATE RECEIVED: 10/20/2015 ANALYST: William F. Galloway PROJECT: Demo Survey DATE ANALYZED: 10/26 - 10/27/2015 31921 Lea Hill Rd REPORT BY: Olivia Neira Auburn, WA REPORT DATE : 10/28/2015 TURNAROUND: 3-5 Days SAMPLE DATE: 10/20/2015 PAGE: 5 of 6 Client/Lab ID Sample Date Number Location and Description Asbestos Type(s)/% Other Materlal(s) Analyzed 15 Hallway, ceiling (Texture on Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 GWB). None Detected. Binder, Mineral Aggregate, 2015-10-0286 Paint. White-painted, white, chalky Layer 2 (Drywall): texture (layer 1) on white, None Detected. Layer 2: Cellulose (3-5%), chalky drywall with brown Fiberglass (1-3%), Gypsum, paper (layer 2). Mineral Aggregate, Binder. 16 Bedroom 2, northeast corner Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 (Gypsum wall board, tape and None Detected. Binder, Mineral Aggregate, 2015-10-0287 joint compound). Paint. Layer 2 Light brown-painted, white, (Mud with paper): Layer 2: Cellulose (20-25%), chalky texture (layer 1) on None Detected. Binder, Mineral Aggregate. white-painted, white, chalky mud with white paper (layer 2) Layer 3 (Drywall): Layer 3: Cellulose (20-25%), on white, chalky drywall with None Detected. Gypsum, Mineral Aggregate, brown paper (layer 3). Binder. 17 Bathroom 1, south wall Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 (Texture on GWB). None Detected. Binder, Mineral Aggregate, 2015-10-0288 Paint. Light brown-painted, white, Layer 2 (Drywall): chalky texture (layer 1) on None Detected. Layer 2: Cellulose (3-5%), white, chalky drywall with Gypsum, Mineral Aggregate, white-painted, brown paper Binder. (layer 2) 18 Living room, east wall Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 (Texture on GWB). None Detected. Binder, Mineral Aggregate, 2015-10-0289 Paint. Light brown-painted, white, Layer 2 chalky texture (layer 1) on (Mud with paper): Layer 2: Cellulose (20-25%), white-painted, white, chalky None Detected. Binder, Mineral Aggregate, mud with white paper (layer 2) Paint. on white, chalky drywall with Layer 3 (Drywall): brown paper (layer 3). None Detected. Layer 3: Cellulose (3-5%), Fiberglass (1-3%), Gypsum, Mineral Aggregate, Binder. This report shall not be reproduced,except in full without written permission from Pacific Rim Environmental,Inc. Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Auburn PACRIM#: 15579 25 West Main Street REPORT#: 2015-10-0272 Auburn, WA 98001 DATE RECEIVED: 10/20/2015 ANALYST: William F. Golloway PROJECT: Demo Survey DATE ANALYZED: 10/26 - 10/27/2015 31921 Lea Hill Rd REPORT BY: Olivia Neira Auburn, WA REPORT DATE: 10/28/2015 TURNAROUND: 3-5 Days SAMPLE DATE: 10/20/2015 PAGE: 6 of Client/Lab ID Sample Date Number Location and Description Asbestos Type(s)/% Other Material(s) Analyzed 19 Bedroom 3, east wall Layer 1 (Texture): Layer 1: Cellulose (<1%), 10-27-15 (Texture on GWB). None Detected. Binder, Mineral Aggregate, 2015-10-0290 Paint. Light brown-painted, white, Layer 2 (Drywall): chalky texture (layer 1) on None Detected. Layer 2: Cellulose (5-7%), white, chalky drywall with Mineral Aggregate, Binder, white-painted, brown paper Paint. (layer 2). 20 Roof, southeast corner at None Detected. Cellulose (<1%), 10-27-15 front entrance (3 tab Fiberglass (7-10%), Mineral 2015-10-0291 roofing). Aggregate, Tar. Black tar roofing with black and gray gravel. 21 Exterior wall at southeast None Detected. Cellulose (65-70%), 10-27-15 side by front entrance (Vapor Synthetics (1-3%), 2015-10-0292 barrier). Spider silk (<1%), Tar. Black tar paper material. This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Appendix C: Site Sketch • PacRim#15579 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. Site Sketch Samples positive for asbestos appear in squares EX: 0 16--\ 08 -10 1/ 11 Bedroom 2 12 17 -13 (0045 7-01 07 = D Bedroom n 3 18 Bedroom Halt I Bathroom / <-19 1 Y 1 C� Living room 14 /03 .71 n / Bath 0 m 15 J roam 2 02 Dining room Kitchen 06 X21 09' \20 it N City of Auburn Pacific Rim Environmental, Inc. Project# : 15579 6510 Southcenter Boulevard,#40 Drawing # : 01 of 01 Demo Survey Seattle,WA 98188 Sampling Date: 10/20/15 31921 Lea Hills Road Drawing by : Olivia Neira Auburn, WA Tel.(206)244-8965 FAX(206)244-9096 Drawing Not to Scale i This report shall not be reproduced,except in full,without■vritlen permission from Pacific Rim Environmental,Inc. Appendix D: XRF Data Sheets PacRim#15579 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. 1 oft Lead-Based Paint (XRF) Data Sheet ;^r' Client: City of Auburn XRF Serial el: XLP300-80662 25 West Main Street Inspection Date: 20-Oct-2015 ` PacRim Auburn,WA 98001 Inspection By: Matt DeDominces Project: 31921 Lea Hill Road PacRim Job#: 15579 Auburn,WA PacRim# Test# Substrate Component/Side Description/Location Color Result Pbc mg/cm2 1 2 First calibration check Negative 0.9 2 3 First calibration check Positive 1.3 3 4 First calibration check Positive 1.1 Exterior 4 5 Wood Shake siding South wall by south entry Gray Positive 2.6 5 6 Wood Shake siding West wall Gray Positive 8.8 6 7 Concrete •Porch West entry Brown Negative 0.17 7 8 Wood Shake siding Bedroom 2 addition,north wall Gray Negative 0.11 i 8 9 Wood Shake siding Living roam,north wall Gray Positive 9.7: 9 10 Wood Overhang roof Bedroom 2 addition Gray Negative 0 10 11 Wood Shake siding Garage Gray Negative 0 11 12 Wood Roof overhang soffit Front entry,south Gray Negative 0 12 13 Wood Horizontal fascia Front entry,south Gray Negative 0 13 14 Metal Door Front entry,south White Negative 0 14 15 Wood Door casing Front entry,south White Negative 0 Interior 15 16 Drywall Wall Dining room,west Tan Negative 0 16 17 Wood Window sill Dining room White Negative 0 17 18 Wood Window trim Dining room White Negative 0.01 18 19 Wood Door Bedroom 2 White Negative 0 19 .20 Wood Door casing Bedroom 2 White Negative 0 20 21 Drywall Wall Bedroom 2,west Tan Negative 0 21 22 Drywall Ceiling Living room White Negative 0 22 23 Wood Cove base Living room White Negative 0 23 24 Drywall Wall Living room,east White Negative 0 24 25 Drywall Wall Bedroom 3,north White Negative 0 Pacific Rim Environmental,Inc. 6510 Southcenter Blvd.,Suite 40,Tukwila,WA 98188 2 oft Lead-Based Paint (XRF) Data Sheet Client: City of Auburn XRF Serial#: XLP300-80662 ?® PaCRi m 25 West Main Street Inspection Dote: 20-Oct-2015 :.e Auburn,WA 98001 Inspection By: Matt DeDominces Project: 31921 Lea Hitt Road PacRim Job#: 15579 Auburn,WA PacRima Test it Substrate Component/Side Description/Location Color Result Pbc mg/cm2 25 26 Wood Window sill Bedroom 3,north White Negative 0 26 27 Drywall Ceiling Bathroom 2 White Negative 0 27 28 Last calibration check Positive 1 28 29 Last calibration check Negative 0.9 29 30 Last calibration check Positive 1 Report by: Dal Le Dore: 10/30/2015 r` Review by:j kA Pacific Rim Environmental,Inc. 6510 Southcenler Blvd.,Suite 40,Tukwila,WA 98188 Appendix E: XRF Performance Characteristic Sheets PacRim#15579 This report shall not be reproduced,except In full,without written permission from Pacific Rim Environmental,Inc. Niton XLp 300, 9/24/2004, ed. 1 Performance Characteristic Sheet EFFECTIVE DATE: September 24,2004 EDITION NO.: 1 MANUFACTURER AND MODEL: Make: Niton LLC Tested Model: XLp 300 Source: 109Cd Note: This PCS is also applicable to the equivalent model variations indicated below, for the Lead-in-Paint K+L variable reading time mode, in the XLi and XLp series: XLi 300A,XLi 301A,XLi 302A and XLi 303A. XLp 300A,XLp 301A,XLp 302A and XLp 303A. XLi 700A,XLi 701A,XLi 702A and XLi 703A. XLp 700A, XLp 701A,XLp 702A,and XLp 703A. Note: The XLi and XLp versions refer to the shape of the handle part of the instrument. The differences in the model numbers reflect other modes available, in addition to Lead-in- Paint modes. The manufacturer states that specifications for these instruments are identical for the source, detector, and detector electronics relative to the Lead-in-Paint mode. FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Lead-in-Paint K+L variable reading time mode. XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2(inclusive) The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material(SRM) used(e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If readings are outside the acceptable calibration check range, follow the manufacturer's instructions to bring • the instruments into control before XRF testing proceeds. SUBSTRATE CORRECTION: For XRF results using Lead-in-Paint K+L variable reading time mode, substrate correction is not needed for Brick, Concrete, Drywall, Metal, Plaster, and Wood INCONCLUSIVE RANGE OR THRESHOLD: K+L MODE SUBSTRATE THRESHOLD • READING DESCRIPTION (mgtcm2) Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 1 of 3 Niton XLp 300, 9/24/2004, ed. 1 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated from the EPA/HUD evaluation using archived building components. Testing was conducted in August 2004 on 133 testing combinations. The instruments that were used to perform the testing had new sources; one instrument's was installed in November 2003 with 40 mCi initial strength, and the other's was installed June 2004 with 40 mCi initial strength. OPERATING PARAMETERS: Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. SUBSTRATE CORRECTION VALUE COMPUTATION: Substrate correction is not needed for brick, concrete, drywall, metal, plaster or wood when using Lead-in- Paint K+L variable reading time mode, the normal operating mode for these instruments. If substrate correction is desired, refer to Chapter 7 of the HUD Guidelines for guidance on correcting XRF results for substrate bias. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Use the K+L variable time mode readings. Conduct XRF retesting at the ten testing combinations selected for retesting. • Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family housing a result is defined as • the average of three readings. In multifamily housing, a result is a single reading. • • Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF results. Compute the average of all ten re-test XRF results. Find the absolute difference of the two averages. 2 of 3 Niton XLp 300, 9/24/2004, ed. 1 If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time, then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: For the Lead-in-Paint K+L variable reading time mode, the instrument continues to read until it is moved away from the testing surface, terminated by the user, or the instrument software indicates the reading is complete. The following table provides testing time information for this testing mode. The times have been adjusted for source decay, normalized to the initial source strengths as noted above. Source strength and type of substrate will affect actual testing times. At the time of testing, the instruments had source strengths of 26.6 and 36.6 mCi. Testing Times Using Kit Reading Mode (Seconds) All Data Median for laboratory-measured lead levels (mg/cm2) Substrate 251° Median 75th Pb<0.25 0.25<Pb<1.0 1.0< Pb Percentile Percentile Wood 4 11 19 11 15 11 Drywall Metal 4 12 18 9 12 14 • Brick 8 16 22 15 18 16 Concrete Plaster CLASSIFICATION RESULTS: XRF results are classified as positive if they are greater than or equal to the threshold, and negative if they are less than the threshold. DOCUMENTATION: A document titled Methodology for XRF Performance Characteristic Sheets provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. For a copy of this document call the National Lead Information Center Clearinghouse at 1-800-424-LEAD. This XRF Performance Characteristic Sheet was developed by the Midwest Research Institute (MRI) and QuanTech, Inc., under a contract between MRI and the XRF manufacturer. HUD has determined that the information provided here is acceptable when used as guidance in conjunction with Chapter 7, Lead-Based Paint Inspection, of HUD's Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing. 3 of 3 • • Appendix F: Universal Waste Rules for Dangerous Waste Lamps WAC 173-303-573 PacRim#15579 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. A WASHINGTON STATE DEPARTMENT OF ECOLOGY REPORT The Universal Waste Rule Try WAC 173-303-573 o13111r ,“N IIAII DIPAR : XI CF ECOLOGY Some common dangerous wastes created by a wide variety of generators are called Universal Wastes (UW). These wastes can be managed safely under less stringent regulatory requirements. The Environmental Protection Agency (EPA) adopted the federal Universal Waste Rule (UWR) in 1995 to encourage environmentally sound disposal and recycling. Washington State has adopted four categories of universal waste including: • Batteries, • Lamps, • Mercury-Containing thermostats, and • Mercury-containing equipment. Although pesticides are a federal UW,Washington State did not include them as a category of universal waste. Waste pesticides remain subject to the designation and full management requirements of the Dangerous Waste Regulations. Through a petition process, other wastes can be added to the UWR if they meet certain criteria described in the regulation. If a petition to add other wastes is approved by Ecology, they will be added as UW in future rulemakings. Note that each state can have different Universal Waste regulations and categories of UW. A Washington state universal waste maybe a hazardous waste in another state. Significant Benefits Benefits of managing dangerous wastes as UW include: • Simple, streamlined waste management requirements; • Higher accumulation quantity limits; • Longer accumulation time limits; • UW does not count toward waste generation totals to determine generator status; • UW does not require a manifest when sent off-site; and • Do not include UW on the Dangerous Waste Annual Report. ,`December Universal Waste Categories Batteries (for more information see publication number 98-407.a) All batteries that are dangerous waste can be managed as UW including: • Alkaline • Button cell mercuric oxide • Mercuric-oxide • Silver oxide • Alkaline-manganese • Lithium • Zinc-carbon • Nickel-cadmium (Ni-Cd) • Zinc air Spent lead-acid batteries (typically automotive type batteries) can also be managed as UW. However, they are most often managed under the optional lead-acid battery exemption at WAC 173-303-520. Mercury-containing equipment (MCE) (for more information see publication number 98-407.b) Mercury-containing equipment is defined as a device or part of a device that contains elemental mercury necessary for its operation. Thermostats fit the definition of mercury- containing equipment and are managed basically the same way;however,labeling and record keeping requirements are different. Some examples of MCE include: > Thermometers > Barometers > Manometers > Relay and tilt switches • i Flame sensors Some examples of material that would not be MCE include: > Containers of elementary mercury > Dental amalgam > Chemical compounds containing mercury e.g., pharmaceuticals, pesticides,paints or lab chemicals • Devices which only contain mercury in removable lamps or batteries, e.g., flat screen monitors Mercury-containing thermostats (for more information see publication number 98-407.b) Mercury-containing thermostats can be managed as UW. A thermostat is a temperature control device containing mercury in an ampule. Ampules removed from these thermostats can also be managed under the UW requirements. These requirements provide performance standards for removal of ampules,such as use of a containment system (for example, a plastic tub under the work area) to prevent spills during removal. 2 Lamps (for more information see publication number 98-407.c) The following types of lamps can be managed as UW,unless you have information(such as manufacturer material safety sheets) that shows that these lamps are not dangerous waste: ✓ fluorescent tubes, compact fluorescent, i HID lamps(mercury vapor,metal halide,high-pressure sodium), • neon lamps;and ➢ any other lamps that are dangerous waste. Universal Waste Handler Requirements A universal waste handler is a: 1) Generator of UW, or 2) Business that receives UW from other handlers and ships it to another handler or destination facility, (see Destination Facilities on page 6). There are two categories of UW handlers: ➢ Small Quantity Handlers of Universal Waste (SQHUW) can accumulate • Up to 11,000 pounds of all types of UW, and • No more than 2,200 pounds of lamps i Large Quantity Handlers of Universal Waste (LQHUW) accumulate • More than 11,000 pounds of all types of UW, or • More than 2,200 pounds of lamps All Universal Waste Handlers must: ■ Label or mark waste items or containers of UW. For example,"universal waste-batteries", "waste mercury thermostats," or"universal waste mercury-containing equipment." • Limit accumulation time to one year from the date first generated,or received from another handler. • Manage wastes to prevent releases to the environment. • Immediately contain spills and releases and handle residues appropriately(as solid or as dangerous waste). If residues are dangerous,manage them in accordance with all applicable requirements of the Dangerous Waste Regulations. • Follow waste-specific procedures for handling UW,for example,procedures for removing mercury-containing ampules from thermostats and equipment. ® Send or take to another handler who is acting as a collection center,a destination facility,or a foreign destination. 3 • Ensure that the receiving facility(collection center or destination facility)will accept the load before it is sent. If rejected,the original handler must accept the waste back,or both parties may agree on a new destination. • Follow the export notification procedures for foreign destinations. • Provide employee training. LQHUW must ensure that employees are familiar with waste handling and emergency procedures. SQHUW must distribute basic handling and emergency information. Additional Large Quantity Handler (LQHUW) requirements: • Maintain basic records to track waste shipments. Records may be in the form of a log,invoice, manifest,bill of lading,or other shipping documents. They must be maintained for three years and include names,addresses,quantity and types of wastes,and shipment dates. • Notify Ecology and obtain a RCRA Site Identification Number using a Site Identification(Site ID)Form. Handlers who anticipate accumulating 11,000 pounds or more of UW at any one time(or 2,200 pounds for lamps)must have a RCRA Site Identification Number before exceeding the accumulation limit. Note: LQHUW status is maintained through the end of the calendar year in which 11,000 pounds or more of UW is accumulated. • File a Dangerous Waste Annual Report by March 1 of each year. The generation and management of UW do not need to be included in the Annual Report as other dangerous waste streams are. However,the appropriate boxes in Section 10B on the Site Identification Form must be checked to account for UW activities. Prohibitions for all Handlers Handlers may not dilute, dispose, or treat UW. Lamp crushing is an example of a prohibited UW activity. There are two exceptions to these general prohibitions: 1. Routine battery management activities: The following routine battery management activities are not considered treatment: • sorting batteries by type • mixing battery types in one container • discharging batteries • regenerating used batteries • disassembling battery packs, • removing batteries from discarded consumer products • removing electrolyte 2. Removing mercury-containing ampules front thermostats and equipment: The handler of the waste can remove mercury-containing ampules. Detailed directions regarding removing mercury ampules are described in the rule itself at WAC 173-303-573(9)(b)(ii) and in the Ecology focus sheet (publication number 98-407-b) on mercury-containing equipment. 4 Universal Waste Accumulation The generator of UW must be able to document the length of time that their UW has accumulated. This is most commonly done by marking the collection container or individual UW item with the first date of accumulation. UW can only be accumulated for one year from that date. An exception to the one year accumulation limit is allowed if the facility needs more time to collect enough items to facilitate proper recovery, treatment, or disposal. The number of locations (points of generation) at which UW are accumulated is not limited. It is not appropriate to accumulate UW under satellite accumulation rules. Collection Centers/Consolidation Points Any UW handler may act as a collection center that receives UW from other UW handlers (generators), consolidates it, and sends it to a destination facility. The collection center must comply with the appropriate set of LQHUW or SQHUW requirements based on the amount of UW that is collected on-site. A permitted treatment,storage or disposal(TSD)facility may function as a collection center for UW that it consolidates and sends on to a destination facility. In this case the TSD must comply with the appropriate LQHUW or SQI3UW requirements. If the TSD is functioning as a destination facility by recycling,treating,or disposing of the UW,it would not be considered a UW handler. Small Quantity Generator (SQG) Waste Small quantity generators may manage their batteries, mercury-containing thermostats and equipment, and lamps under either the Universal Waste Rule or in accordance with the SQG requirements. However,if SQG or household dangerous waste batteries, thermostats, equipment, and lamps are commingled with UW from medium or large quantity generators, all commingled waste would then be considered "regulated" and must be managed as UW. Transporter Requirements A UW transporter is a person who is engaged in the off-site transportation of UW by air, rail, highway, or water. • UW must be managed in compliance with all applicable U.S. Department of Transportation (DOT)regulations. Applicable DOT requirements apply if a UW meets the definition of hazardous materials under 49 CFR 171-180. • No hazardous waste manifest is required unless the waste is transported through a state where the waste is not regulated as a UW. • Handlers may transport their own waste and must follow transporter requirements. • Transporters may not dispose,dilute,or treat UW. • UW may be stored for up to ten days at UW transfer facilities(for example,a loading dock, parking area,or storage area) during the normal course of transportation. 5 • Releases must be contained and residues handled appropriately. • UW must only be transported to a UW handler acting as a collection center(through prior agreement),a destination facility,or a foreign destination (export requirements must be followed). Destination Facilities Destination facilities are facilities that treat, dispose of, or recycle UW. They must meet all Dangerous Waste Regulation requirements for treatment, storage, disposal (TSD) facilities (WAC 173-303-800 through 840) or recycling facilities (WAC 173-303-120(4)(c)), except for manifesting. Destination facilities must retain the same records for receipt of UW shipments as those kept by Large Quantity Handlers of Universal Waste (LQHUW). A destination facility may reject a shipment by shipping the waste back to the original shipper or both may agree to a new destination facility. Universal Waste Environmental Concerns UW contains toxic metals,with mercury and lead being the most common. Unless handled carefully during waste Health and Environmental handling and disposal, lamps and other mercury-containing Hazards of Mercury devices may break. If broken,mercury vapor can be released,potentially exposing waste handlers to inhalation • Health risk from of mercury vapors. Mercury that has been released into the Inhalation or absorption atmosphere is eventually deposited back to the earth, where • it can enter the food chain. Causes neurological disorders Some lamps may also contain lead in the glass and lead • Persistent, solder used in the lamp base. Lead is a toxic metal that may bioaccumulative and toxic leach from solid waste landfills into the ground water. • Major cause of contaminated fish advisories 6 Glossary Several UW terms are defined in the Dangerous Waste Regulations, including the following: battery, destination facility, lamps,large quantity handler of UW, mercury-containing equipment,small quantity handler of UW, thermostat, UW, UW handler, UW transfer facility, and UW transporter. Although many of these terms have been defined in the above discussion,for convenience several are defined below. "Universal waste handler" means a generator of UW; or the owner or operator of a facility, including all contiguous property, that receives UW from other UW handlers, accumulates UW, and sends UW to another UW handler,to a destination facility, or to a foreign destination. "Small quantity handler of universal waste" means a UW handler who does not accumulate 11,000 pounds or more total of UW (batteries, thermostats, mercury-containing equipment and lamps,calculated collectively) and/or who does not accumulate more than 2,200 pounds of lamps at any time. "Large quantity handler of universal waste" means a UW handler who accumulates 11,000 pounds or more total of UW (batteries;thermostats,mercury-containing equipment and lamps,calculated collectively) and/or who accumulates more than 2,200 pounds of lamps at any time. This designation as a large quantity handler of UW is retained through the end of the calendar year in which 11,000 pounds or more total of UW and/or 2,200 pounds of lamps are accumulated. "Transporters" transport the lamps between handlers, or to a destination facility. Both SQHUW's and LQHUW's may self-transport UW. "Destination facilities" recycle the lamps,or provide treatment, storage and disposal to a dangerous waste landfill. A facility that only accumulates UW is not considered a destination facility. For More Information Questions on this topic may be directed to your nearest regional office Dangerous Waste Specialist. - 1 a M a gG .5 : I 075,--8-i.:700,; T S P.T' t_e n s OEaNP15 "S'''1N ' PEGION ` .5,.. - .flEGIONn.t:y4 °{' (509)5751.190 .., i)509)3293400 a1WE. ay , ,- M1 sGNIMrEarnMN r > nF,� k,.S 'ITT X300)4076300 3r+y If you need this information in an alternate format,please call the Hazardous Waste and Taxies Reduction Program at 360-407-6700. If you are a person with a speech or hearing impairment,call 711,or 800-833-6388 for TTY. 7 Appendix G: Inspector/Laboratory Certifications PacRim#15579 This report shall not be reproduced,except in full,without written permission from Pacific Rim Environmental,Inc. tr �� ,i +nt`i a? ,�, '1' .r• t M"' /Celli `3, t 1 � � ' 1\ '1 AI. 1").wa1 stns qi iikst',t� +7ttaal ut� e4\ i o.�.ti 1 „1 � 1/4 9 ,'� z Certificate of Completion ,.lit. ie This is to certify that al♦ es ft = H Matthew 'ii DeDo i in ees - _ has satisfactorily completed 4 hours of refresher training as an ,4k, 1, t Asbestos Building Inspector , t , to comply with the training requirements of t: TSCA Title II / 40 CFR 763 (AHERA) r, ; r, k t 149121 � , . Certificate Number'■ AR GUS T Nov 26,2014 OP t i Instructor L���W (D_1 Dates)of Training \'',0-],.. war®T I EPA Provider Cert. Number: 1085 T0.AINING•CONSULTWG n Exam Score: NA 4.l 11; � Expiration Date: Nov 26, 2015 �' a 1, U Argus Pac,fc Inc • 1900 W Nickerson Suite 315•Seattle Washington•98119•206 285 3373•fax 206,285,3927 1,�8\�`a ......_•' rF`f�tY6+'.i, rS:A� G"d'.'. '"uL�fy`dd14 ✓ �`k 4;°41Nra��kst r::`-(tiG Va�Y.. 1 • rcrice..-,, -4 �... „ 4.�i1, '<� ;, "" fK.`JS '`. mss,; � F` y ' STATE OF WAS GTON 3t , . " miy=,1= Department of Commerce f' { cklei 1 Lead-Based"Paint Program ,ril-NtOt . 141P,' 7Mtb Matthew R. De®o1 inces 1t<4"�, .21 10:i' ,r0i1 ! Has fulfilled the cer�cation.requirements of Washington Administrative �� )�., teit code(WAC)365-230 and has been certified to conduct lead-based paint �( t �,., activities ursuant to.WAC 365230-200 as a: !��+�` j` kj'sf : r Al Inspector ( �'' 2 1i Certification# Issuance Date Expiration Date t � 6277 11/27/2013 11/27/2016 i'�, `_° it +'P‘a,SF""el-a:.4.i c wx �'".,l"-k +lei 1i^j a. X s.4.1e4m, d rte. �++,' �(^. '�9p�5 3 v ('§i 111 JW1f. 1i`.&* ^X it f y ^i 1t A F 4� :,... Zh M.�.C � 1 tr n tilh?i ,?.2,...6+'744 t3 t#. .17 3 3 -d. y -1- 4s6i' i ” 'Y i -v ;+ 1 '•'W.4'. United States Department of Commerce National Institute of Standards and Technology Certificate of Accreditation to ISO/IEC 17025:2005 NVLAP LAB CODE: 101631-0 Pacific Rim Environmental, Inc. Tukwila, WA is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation,for. BULK ASBESTOS FIBER ANALYSIS This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2005. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system(refer to joint ISO-ILAC-lAF Communique dated January 2009)- e°F 4 oP n 2015-04-01 through 2016-03-31 4u1-1) Effective dates Leos 'aci Per the National rtitu�fStandards and Technology EE of NVIAP-01C(REV.2009-D1-28) a pi�ENT OF�Q44 M ® National Voluntary °� m UN V .DQ Laboratory Accreditation Program y�eo 1—� ��Q� StArE50f SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 Pacific Rim Environmental, Inc. 6510 Southcenter Boulevard Suite#40 Tukwila, WA 98188 Mr. William F. Golloway Phone: 206-244-8965 Fax: 206-244-9096 E-Mail: followay@pacrimenv.com URL: http://www.pacrnnenv.com BULK ASBESTOS FIBER ANALYSIS (PLM) NVLAP LAB CODE 101631-0 NVLAP Code Designation/Description 18/A01 EPA 600/M4-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials 2015-04-01 through 2016-03-31 -- , 41(44 Effective dates For the National Institute of Standards and Technology Page 1 of 1 NVLAP-01S(REV.2005-05-19) CITY OF * Declaration of Option raiS l� �T For Performance Bond or nJLU,RN Additional Retainage - WASHINGTON (Contracts Under$35,000 only) Project No MS1509, Se Lea Hill Road Building Demolition Contract No. 16-03 Note: This form must be submitted at the time the Contractor executes the Contract. The Contractor shall designate the option desired by checking the appropriate space. Hoffman Construction, Inc PO Box 845 Enumclaw, WA 98022 The Contractor elects to: ❑ 1. Furnish a performance bond in the amount of the total contract sum. An executed performance bond on the required sum is included with the executed contract documents. K/ 2. Have the City retain, in lieu of performance bond, fifty percent (50%) of the total contract amount for a period of forty-five (45) days after final acceptance or until receipt of all necessary releases from the State Department of Revenue and the Department of Labor and Industries and settlement of any liens filed under Chapter 60.28 RCW, whichever is later. In choosing Option 2, the Contractor agrees that if the Contractor, its heirs, executors, administrators, successors, or assigns shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract, and shall faithfully perform all the provisions of such contract and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of the Contract that may hereafter be made, at the time and in the manner therein specified, and shall pay all laborers, mechanics, subcontractors, and materialmen, and all persons who shall supply such person or persons, or subcontractors, with provisions and supplies for the carrying on of such work, on his or her part, and shall indemnify, defend and hold harmless the City of Auburn and its officials, agents, and employees from any claim for such payment, then the funds retained in lieu of a performance bond shall be released at the time provided in said Option 2; otherwise, the funds shall be retained until the Contractor fulfills the said obligations. IV" Contractor Signature ��1�%Printed Name _. '4g ('iunll..a v Title Vl0t `reCtettt Date cZf lgl110 r r • HOFFCON-01 MGRAY ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE(MMIODY Y) 2/22/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Hub International Northwest LLC PHONE 425 489.4500 FAX 4 12100 NE 195th SL (A1C.NP Ezt): J (aC,No):( 25)485-8489 Suite 200 ADDRESS: now.info @hubinternational.com Bothell,WA 98011 INSURER(S)AFFORDING COVERAGE NAIC INSURER A:BITCO General Insurance Corporation 20095 INSURED INSURER B: Hoffman Construction Inc INSURER C: Karen Hoffman PO Box 845 INSURER 0: Enumclaw,WA 98022 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN ADUL SUBR POLICY EFF POLICY EXP LTR SR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DDNYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X X CLP3623226 06/30/2015 06/30/2016 DAMAGETURENIEO 1,000,000 PREMISES occurrence) $ X WA Stop Gap MED EXP(Any one person) $ 15,000 PERSONALBADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) A X ANY AUTO X X CAP3623225 06/30/2015 06/30/2016 BODILY INJURY(Per person) $ - ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ — AUTOS AUTOS NON-OWNED PROPERTYOAMAGE $ HIRED AUTOS AUTOS (Per accident) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE I$ 4,000,000 A - EXCESS LIAB CLAIMS-MADE CUP2808344 06/30/2015 06/30/2016 AGGREGATE $ 4,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION PER 0TH AND EMPLOYERS'LIABILITY STATUTE x ER IN A ANY PROPRIETOR/PARTNER/EXECUTNE Y CLP3623226 06/30/2015 06/30/2016 E.L.EACH ACCIDENT I$ 1,000,000 OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 II yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE: PROJECT#M51509 SE LEA HILL ROAD BUILDING DEMOLITION ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT: THE CITY OF AUBURN. THIS INSURANCE IS PRIMARY AND NONCONTRIBUTORY WHERE REQUIRED BY WRITTEN CONTRACT. WAIVER OF SUBROGATION,PER PROJECT AGGREGATE,AND COMPLETED OPERATIONS APPLY WHERE REQUIRED BY WRITTEN CONTRACT PER ATTACHED ENDORSEMENTS. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF AUBURN THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 25 WEST MAIN STREET ACCORDANCE WITH THE POLICY PROVISIONS. Auburn,WA 98001 AUTHORIZED REPRESENTATIVE boec ©1988-2014 ACORD CORPORATION. All rights reserved. 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Bey 9 � � viat 11 P a fty F {p� !F' k 2 e ; $gyp "�' °3R ! idli1° g' �a ag r -eltab g8 �E 1 7Igp4 3S@_�, y e y @„p @@ seEJ q y 45 }qq �i 8 @ pppp IIe I” o B 4k qp5 Qg� 6 1281 E °6 �4 gg a Vial i pg{ t p�p � ;1 2 Fi E S !I 4�a It t g!y i t"� l 'Y2 & ngps€p Op gg9�a P@ `p� B6 e� P �g b ® gl 39 If25s"L j xi I ° gs- i A le"-74 F ad ` ;' i 5 5 TM ii !!! $ ;i=t 11 e b i li 0 a ; 1/1':t �g g g i , t�g A gi 1 15 1 4 gEl i h o Igb ® & p ° kRf F A g SSS pp _ g t 15 g4kF i F - d N Policy Number: CAP3623225 CONNERCIAL AUTO TI-11S ENDORSEMENT CHANGES THE POUCY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED-SPECIFIC ENTITIES This endorsement mxiifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM WHO IS AN INSURED is changed to include as an "insured' the person or organization narred in this endorsement. However, the additional insured is an "insured' only for "bodily injury' or "property damage" arising out of work or operations performed by you or on your behalf for the additional insured and resulting from the ownership, maintenance or use of a"covered auto,"by 1. You,or 2. Any of your employees or agents; or 3. Anyone other than the additional insured or any employee or agent of the additional insured, while using with your permission a covered"auto'you own, hire or borrow. ADDITIONAL INSURED: Any person or organization for whom the named insured has agreed by written "insured contract" to designate as an additional insured subject to all the provisions and limitations of this policy. A-2931 (11/99) Page 1 of 2 Consumer tools Agent and Company Lookup Orders Independent Review Decisions BITCO GENERAL INSURANCE CORPORATION Licensing I Appointments I Complaints I Orders I National Info I Ratings I Tax Filings Back to Search General information Contact information Name: BITCO GENERAL INSURANCE CORPORATION Registered address Mailing address Corporate family group: OLD REPUBLICGRP O 320 18TH ST 3700 MARKET SQUARE CIR Organization type: PROPERTY ROCK ISLAND, IL 61201 DAVENPORT, IA 52807- 2309 WAOIC: 200 Telephone Telephone NAIC: 20095 309-786-5401 800-475-4477 Status: ACTIVE Admitted date: 07/23/1963 Ownership type: STOCK ^: pack w top Types of coverage authorized to sell o • Insurance types Casualty Marine Property Surety__ Vehicle ^: back to[oq Agents and agencies that represent this company (Appointments) o. View agents View agencies back to top Company complaint history o View complaints back m top Orders issued since 2015 a No orders are found °back tp top Disciplinary orders 2008-2014 0 1 I1ttn://www.insurance.wa..a_nv/cnnsnmertnnikit/Cmmmmm/CmmmnvPrnfi Ie asnx7WAO1('= 7/7;/7016 A.M. Best's Consumer Insurance Information Center Page 1 of I A.M. Best's Qcf ,%uryo rtl pQ r f}° e Spki.t e. _ r.. io Member Center Loo 2l Sign Up Need Coverage? IEWS How Does Your Insurer Rate? State Insurance Information Find insurers by state or coverage type. I Enter a Company Name f@ . . 1 I Select a State Consumer Home I Terms to Know I VMy a Best's Rating is Important I Contact Us 0 Life 8,Retirement © Health&Disability 6) Car 8.Home ® Other Life Events BITCO General Insurance Corp el Print this page fa member of Old Republic insurance Growl A M.Best p 52075 NATO f 20095 FEIN Y.35L910060 Address'. 320 18th Street Phone: 309-786-5401 Rock Island,IL 61201 Fax' 309-786-3847 UNITED STATES Web: www.bitco.com Best's Ratings View Definition pa61-1 ,. Need More information? Financial Strength Rating: At t tL°} Purchase an insurer report,complete with Outlook. Stable A rating history,market share and a list of ,xCp�rn�np{t,Re competitive insurers for$9.95. Effective Date. December 18,2015(Affirmed) 15fe''lEth,°w -4.r.41. View Sample Report Financial Size Category: IX($250 Million to$500 Million) Licensing: The company is licensed in the District of Columbia,AL,AK,AZ,AR,CA,CO,CT,DE,FL,GA,ID,IL,IN,IA,KS,KY,LA,ME,MD,MA,MI,MN,MS,MO,MT,NE,NV,NJ, NM,NY,NC,ND,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VT,VA,WA,WV,WI and WY. Top Line(s)of Business teased upon Direct premiums wnnenl 1. Workers'Compensation(View oermaipn) 2. Auto(Commercial)Mew Damara 3. Commercial Multiple Peril(view Definition) 4. Other Liability(Occurrence)Mew Definition I 5. Inland Marine Mew oeaenisr 1 Top State(s)of Business(based upon Decor Premiums wnnenl 1. Texas 2. Oklahoma 3. Illinois 4. Arkansas 5 Pennsylvania Visit our Newsroom for the latest News and Press Releases for this company and its A.M.Best Group. 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Customer Service I Product Support I Member Center I Contact Into I Careers About A.M.Best I Site Map I Privacy Policy I Security I Terms of Use I Legal&Licensing Copyright G2016 A.M.Best Company,Inc.and/or its affiliates ALL RIGHTS RESERVED. httn•//TV4vw'', nmhect rnm/1 nncnmecc/CmmnanvPrnfile acnr7R1 =;(02rnmhnnm=no7(17SRrP 7/71/7(11i; * b 1-I•61- l AuA �J CITY OF * x (,�A 1GT� Nancy Backus, Mayor � WASHINGTON S �T W 25 West Main Street * Auburn WA 98001-4998 *www.auburnwa.gov* 253-931-3000 April 5, 2016 CERTIFIED MAIL RETURN RECEIPT REQUESTED Brad Hoffman Hoffman Construction PO Box 845 Enumclaw, WA 98022 Contract No.16-03 Project No. MS1509, SE Lea Hill Road Building Demolition FINAL ACCEPTANCE Dear Mr. Hoffman: All of your obligations in regard to this project have been met in accordance with the contract specifications. The final acceptance date for this project is April 5, 2016, and the one-year warranty period will begin as of that date. Your final payment in the amount of $14,218.35 is enclosed. Your retainage of $11,948.19 will be released approximately 45 days after the acceptance date, provided there are no outstanding claims against the retainage. The total contract amount for this project, as shown on your Final Pay Estimate is $26,166.54. If you have any questions, please contact Amanda DeSilver, Contracts Administration Specialist, at 253-876-1980. Sincerely, C grid pa*0,P.E. Asst. Director of Engineering Services & City Engineer Community Development & Public Works Department IG/ad/as Enclosure cc: City Clerk File 13.11 (MS1509) AUBURN * MORE THAN YOU IMAGINED CITY OF AUBURN.STATE OF WASHINGTON 98001 ACCOUNTS PAYABLE CHECK NO. 438000 - INVOICE NUMBER- DATE'-A,'•"P.O'NUMBER4.'. 'I, r . .,DESCRIPTION ' L,-"VA".et ---I - r.DISCOUNT C - . 1 AMOUNTG.€'T.`' 1 16-03/1ST&FINAL 03/24/2016 16-000800 LEA HILL ROAD BUILDING DEMOLITION-MS1: 0.00 14,218.35 RETAINAGE 03/18/2016 PROJECT MS1507, CONTRACT 15-17 0.00 2,287.83 PLEASE DETACH BEFORE DEPOSITING Q t �•" , .. ,- KayBank National Association 19_10 ACCOUNTS PAYABLE CITY OF - Auoum Was 'alpton seppl CLAIMS CHECK VOID•CHECK MONTHS 1250 1 800-LEY2VOV AFTER DATE CITY OF AUBURN vENDDR w s £� :'.,NUMBER •,..:::f 1DATE �II:er• CHECKi71/ L.!:2CHECKFAMOUNT. 8 "25 WEST MAIN,STREET UBU al STATE OF WASHINGTON 98001 /-may \VASH INI GTON 010842 04/04/2016 438000 16,506.18 C PAY Sixteen Thousand Five Hundred Six Dollars and Eighteen Cents.:"" " 1 g TO THE HOFFMAN CONSTRUCTION INC / `otJ :i ORDER PO BOX 845 Mayor 6 r—\, ENUMCLAW, WA 98022 �T. OF CcSiLLJet 'Y "`.FM Oue4w 100438000u' 1: L250005741: 47143L003238n' ' ..... . .. : I: :1 :L_ l. I, ' ,, . I _ t I: , • .. 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