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Home My WebLink AboutHancock Sandblast and Paint LLC - Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 AgreementCONT THIS AGREEMENT, made and entered into in triplicate, this day of 022, by and between the City of Yakima, hereinafter called the Owner, and Hancock Sandblast & Paint LLC, a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE QUOTE AMOUNT OF: $ 86,157.00, for City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Prefect No. AC2601, all in accordance with, and as described in the attached specifications and the 2021 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in ten (10) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment; work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from The Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written, Countersigned: CITY OF YAKIMA CONTRACTOR this —1 day of ( 2022. Robert Harrison, City Manager test: CITY CONTRACT NO. RESOLUTION NO, Hancock SandbIet & Paint LLC_,a I —LC Corporation Contractor By: Its: o C1-04 rik (Print Name) Address: (President, Owner, etc.) '24 6"--,...4ot4C ST- PASC0 CA) 36 / City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 Contractor: Phone: City of Yakima Naches River Water Treatment Plant Effluent Flume Concrete Repair Project AC2601 INVITATION TO QUOTE _ �� ^ PROJECT SCOPE V� ILL CITY 0pvAmMA Public Works Department xvate,/krigationDivision Z3U1Fruitva|eBlvd. Yakima, WA 98902 PHONE (5O9)57s'§154 Quotes will bereceived bythe Yakima City Clerk until: 2:00pm, Friday, This contract provides for all labor, material, and permits (as needed) torepair the concrete effluent flume at the Naches River Water Treatment Plant, all in accordance with these Specifications as prepared by the City ofYakima. INSTRUCTIONS nOTHE CONTRACTOR Please return your lowest price for the following project by2:0Upxn,Friday, August 26, 2022tothe Yakima City CleriesOffice, zs' floor ofCity Hall —z29m.2mSt,Yakima, VVAg0901. Ifyou have any questions, please contact Mike Shane at(5U9)575'548OnrJeff Bond at(5U9)575-6z77. The city reserves the right tureject any or all quotations and to accept any orall items atthe price quoted. The city intends to award this contract within 1Ocalendar days after quote opening. A mandatory pre -quote site meeting will beheld onTuesday, August 16, 2022at10:00o'mm.atthe City of Yakima Naches River Water Treatment Plant, located at 6390 Hwy 12, Yakima, WA 98908. Meeting will allow contractors onbecome familiar with the location ufthe effluent flume within the water treatment plant and enter the effluent flume to inspect the surface requiring repair. Quotes will not be considered from contractors not inattendance. Contractors will be required to sign -in at the meeting to confirm attendance. 1 City of Yakima —mac*es River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 City of Yakima Water Treatment PI ?"" 2 City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 QUOTE FORM City of Yakima Naches River Water Treatment Plant Effluent Flume Concrete Repair Project AC2601 Resurface and Recoat All Interior Flume Surfaces (55 ft L x 5 ft W x 6 ft H) Item No. 1 2 4 5 7 8 9 Description Minor Change Mobilization Confined space entry equipment setup and maintenance Cleaning and surface preparation in stallation (1/2" mortar (1/2" to 4" depth) Resurfacing mortar installation (skim coat to 1/2" depth) Finish coating installation Coating system termination and sealing Final testing and inspection Unit FA LS LS SF SF SF SF LF LS Quantity Unit Cost Est. 1 150 1,210 84 $4,000.00 Zo Total 1,00o. 0,1 1 i eeo SUBTOTAL 8.0% STATE SALES TAX (Yakima County) TOTA It $4,000.00 I u 0. 3 City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 )n signing this Quote wecertify that wehave not, either directly or indirectly, entered into any agreement mparticipated in any collusion or otherwise taken any action in restraint of free competition; that no attempt has been made to induce any other person o,firm tusubmit u,not tnsubmit oQuote; that this Quote has been independently arrived atwithout collusion with any other Bidder, competitor or potential competitor; that this Quote has not been knowingly disclosed prior to the opening of Quote to any other Bidder or competitor; that the above statement is accurate under penalty of perjury. We will comply with all terms, conditions and specifications required by the City of Yakima in this Invitation to Quote and all terms ofour Quote. )mpany Name Name ofAuthorized Company Representative (Type urPrint) Signature of Above WIVIoE/DBsvendor Certification Number (if applicable) Contractor's Signature: ' ~� Company Address Email Address Phone Number QUOTE SIGNATURE FORM | hereby acknowledge receiving Addendum (a) (Use asmany spaces asaddenda mceived.) _ 4 City ofmmma-maches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC260 City of Yakima Naches River Water Treatment Plant Effluent Flume Concrete Repair Project AC2601 SPECIFICATIONS The 2OZZStandard Specifications for Road, Bridge, and Municipal Construction published bythe Washington State Department of Transportation and the Washington State Chapter of the American Public vvodo Association ("Standard 3pec0cation^)' by this reference, are made a part of these Contract Documents. Except as may be amended' modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as ifthey were actually set forth herein. 1. GENERAUSPECIAL INSTRUCTIONS 1. Description of Project: This contract provides for all labor, materials, and permits (as needed) to repair surface of concrete effluent flume with specified materials, including all necessary work all in accordance with these Specifications asprepared bythe City ufYakima. 2' Workmanship: The contractor shall furnish all labor, equipment, and m°v,heb which are necessary to complete the work as described in these specifications. Quality of workmanship shall conform tothat which isusually provided bythe trade ingeneral. .A Contra*Bond equal to the quote amount shall berequired. 3' Regulatory Requirements: The project shall be performed in a mannerthat is in compliance with all applicable federal, state and local laws and regulations, including, but not limited to, vehicle regulations (W3DOl/HxxTU5A/uthe,), environmental laws and regulations (EPA/VVoOE/lnca|), and health and safety laws and regulations (L&I /OSHA/WISHA/City Safety Codes). 4. Records: The contractor shall maintain operational records at its place of business for a minimum of five years. These records shall include: point ufmaterial pick up, type nfmaterial, and quantity nfmaterials. S' Prevailing Wages: The contractor will comply with all provisions of Chapter 39.12 RCW - Prevailing Wages on Public Work. A. RCVV3l12.01O The Prevailing Rate ofWage: Contact the Department of Labor and Industries, to confirm current prevailing wage rate for applicable workers on this particular public work project. B. RCVv 39.12.U4n'Statement ufIntent tn Pay Prevailing Wages and an Affidavit of Wages Paid: Before the City may pay any sum due onaccount, itmust receive a statement of Intent to Pay Prevailing Wages approved by the Department of Labor and Industries. Following final acceptance ofapublic work project, and before any final money i, disbursed, each contractor and sub -contractor must submit tothe City an Affidavit of VVoge, Paid' certified by the Department of Labor and Industries. 5 City of Yakima —machesRiver Water Treatment Plant Effluent Flume Concrete Repair Project No. AC260 C. RCxv39.zI.070'Fees Authorized hn4ppruvo|CertiOcotionandvobitrations: Any fees charged by the Department ofLabor and Industries for approvals n,fees to cover costs of arbitration conducted shall be the responsibility of the contractor. 6. Termination for Cause mthe event the Contractor breaches this Contract, the City may terminate the Contract at its sole discretion in such event that it provides the Contractor with written notice of Contractor's breach and the Contractor falls to cure its breach within 30 days of this notice. |nthe event uf the City breaches this Contract, the Contractor may terminate the Contract at its sole discretion in such event that it provides the City with written notice of City's breach and the City fails to cure its breach of the Contract within 60 days of this notice. The following represents anon-exdusive illustrative list cfinstances that shall be considered a breach by the Contractor: 1. Defaults on an obligation under the Contract; 3. Fails toperform any material obligation required under the Contract; 3. Files a petition in bankruptcy, becomes insolvent, or otherwise takes action to dissolve asa legal entity; 4. Allows any final judgment not tobesatisfied o,alien not tobedisputed after a |ego||yimpnsed'30-daynotice; 5. Makes unassignment for the benefit ofcreditors; 6. Fails to follow the sales and use tax certification requirements of the State of Washington; 7. Incurs adelinquent Washington tax liability; O. Becomes oState orFederally debarred Contractor; 9. bexcluded from federal procurement and non'prncurementCnntracts/ 10. Fails to maintain and keep in force all required insurance, permits and licenses as provided inthe Contract; 11. Fails to maintain the confidentiality of the City information that is considered to be Confidential Information, proprietary, or containing Personally Identifiable Information; 12. Contractor performance threatens the health o,safety ofaCity, County ormunicipal employee; or Termination for Convenience The City may terminate the Contract, without cause, by providing 30 days written notice of termination. |nthe event of termination for convenience, the Contractor shall be entitled to receive compensation for any fees owed under the Contract. The Contractor shall also be compensated for partially completed services. In this event, compensation for such partially completed services shall be no more than the percentage of completion of the services requested, at the sole discretion ofthe City, multiplied bythe corresponding payment for completion ofsuch services os set forth inthe Contract. Alternatively, utthe sole discretion of the City, the Contractor may be compensated for the actual service hours provided. The City shall be entitled to a refund for goods or services paid for but not received or implemented, such refund to be paid within 30 days of written notice to the Contractor requesting the refund. Change In Funding maddition tothe above termination provisions, ifthe funds upon which the City relied to G City of Yammn—Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 establish this Contract are withdrawn, educed or limited, nrifadditional o,modified conditions are placed onsuch funding, the City may terminate this Contract by providing atleast five business days written notice tnthe Contractor. The termination shall be effective onthe date specified inthe notice oftermination. 7. Right tmAward: The City ofYakima reserves the right tomake contract award ifinthe best interest ufthe 8. Submission of Quote: Quote shall besubmitted tuthe City Clerk's Office, Yakima City Hall, z29North 2ndStreet, Yakima, WA, 98901, by the time and date indicated in the invitation to quote, in a sealed envelope labeled City ofYakima —machesRiver Water Treatment Plant Effluent Flume Concrete Repair Project, with the quote due date written on it. Bidders will not be allowed to adjust their quotes after submission. 9. No Disturbance: The contractor shall not disturb areas or materials outside the sphere of the contracted 10' Coordination: The contractor shall coordinate all work with the City of Yakima Water/irrigation Division. 11. Timing: Successful vendor shall coordinate with contacts listed above asuz when work will be accomplished. Work shall beuommoletedwithin '10wmrkima'dans from the start of repairs, 13' Business License: ^ All bidders shall have a valid and current business license issued by the State of WA Department of Revenue, Business Licensing Service covering this type of work. 14. Right tmReject: The City of Yakima reserves the right to reject any or all quote, or accept any presented which meet o,exceed these specifications and which they may deem tubeinthe best interest of the City and will not necessarily be bound to accept the low quote. 15' No Preferences: No exceptions will be considered that may tend to give an individual bidder o distinct 16. Contractor's Liability Insurance (Sample Certificate Attached): Commercial Liability Insurance Before this Contract is fully executed by the parties, Contractor shall provide the City with a certificate of insurance as proof of commercial liability insurance with a minimum liability limit of Two Million Dollars ($2,000,000.00) per occurrence, combined single limit bodily injury and property damage, and Two Million Dollars ($2,000,000.00) general aggregate. |fContractor carries higher coverage limits, such limits shall beshown onthe Certificate nfInsurance and Endorsements and the City, its elected and appointed officials, employees, agents, attorneys and volunteers shall be named as additional insureds for such higher limits. The certificate shall clearly state who the provider is, the coverage amount, the policy number, and when the policy and provisions provided are in effect. Said policy shall beineffect for the duration nfthis Contract. The policy shall name the City ofYakima, its elected and appointed officials, employees, agents, attorneys and volunteers as additional insureds, and shall contain a clause that the insurer will not cancel 7 or change the insurance without first giving the City prior written notice. The insurance shall be with an insurance company or companies rated A-VII or higher in Best's Guide and admitted inthe State ufWashington. The requirements contained herein, aswell aoCity cf Yakima's review or acceptance of insurance maintained by Contractor is not intended to and shall not in any manner limit or qualify the liabilities or obligations assumed by Contractor under this contract. Automobile Liability insurance Before this Contract is fully executed by the parties, Contractor shall provide the City with a certificate of insurance as proof of automobile liability insurance with a minimum liability limit ofTwo Million Dollars ($2,OOVDOO.OD) per occurrence. |fContractor carries higher coverage limits, such limits shall beshown onthe Certificate ofinsurance and Endorsements and the City, its elected and appointed officials, employees, agents, attorneys and volunteers shall be named as additional insureds for such higher limits. The certificate shall clearly state who the provider is, the coverage amount, the policy number, and when the policy and provisions provided are ineffect. Said policy shall beineffect for the duration ofthis Contract. The policy shall name the City ofYakima, its elected and appointed officials, employees, agents, attorneys and volunteers as additional insureds, and shall contain a clause that the insurer will not cancel or change the insurance without first giving the City prior written notice. The insurance shall be with an insurance company or companies rated A-VII or higher in Best's Guide and admitted in the State of Washington. The requirements contained herein, as well as City of Yakima's review or acceptance of insurance maintained by Contractor is not intended to and shall not in any manner limit or qualify the liabilities or obligations assumed by Contractor under this contract. The business auto liability shall include Hired and Non -Owned coverage if necessary. Employer's Liability (Stop Gap) Contractor and all subcontractor(s) shall at all times comply with all applicable workers' compensation, occupational disease, and occupational health and safety laws, statutes, and regulations to the full extent applicable, and shall maintain Employer's Liability insurance with a limit of no less than $1,000,000.00. The City shall not be held responsible in any way for claims filed by Contractor or its employees for services performed under the terms ufthis Contract. Contractor agrees toassume full liability for all claims arising from this Contract including claims resulting from negligent acts ofall subcontractor(s). Contractor is responsible to ensure subcontractor(s) have insurance as needed. Failure of subcontractors(s) to comply with insurance requirements does not limit Contractor's liability orresponsibility. Commercial General Liability: Combined Single Limit: $2,OUOOOOPer Occurrence $2,00UOOOAnnual Aggregate Automobile Liability: $2,000,000 Per Occurrence Garage Liability: $1,O0\00OMinimum Limit Garage Keepers Liability: $200,000yNinimum Limit 8 City of Yamma—maches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC260 BIDDER I 1 To e submitted itn Quote Form) Bidder Responsibility Criteria: It is the intent of City to award a contract to the low responsible bidder. Before award, the bidder must meet the following bidder responsibility criteria to be considered a responsible bidder. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. The bidder must: 1. Have a current certificate of registration as a Contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of quote submittal; Contractor #: c.of ciL4 0 A Effective Date: Expiration Date: 2. Have a current Washington Unified Business Identifier (UBI) number; UBI #: 0 '751 3. If applicable: a. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; Is account current? SIG: Yes/No b. Have a Washington Employment Security Department number, as required in Title 50 RCW; c. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; A 4. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Is Contractor disqualified? Yes/No 5. Until December 31, 2013, not have violated more than one time the off -site, prefabricated, non-standard, project specific items reporting requirements of RCW 39.04.370. Does Contractor have violations? KID Yes/No 6. For public works projects subject to the apprenticeship utilization requirements of RCW 3.0.04.320, not have been found out of compliance by the Washington state apprenticeship and training council for working apprentices out of ratio, without appropriate supervision, or outside their approved work processes as outlined in their standards of apprenticeship under chapter 49.04 RCW for the one-year period immediately preceding the first date of advertising for the project. Is Contractor in compliance? E Yes/No 7. Per RCW 39.04.350 and RCW 39.06.020, has the Contractor had Labor and Industries Training or are they exempt? Training Complete ❑ Exempt I Is Contractor in compliance? Yes/No 9 City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 Subcontractor Responsibility 1. The Contractor shall include the language of this section in each of its first -tier subcontracts, and shall require each of its Subcontractors to include substantially the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. The requirements of this section apply to all Subcontractors regardless of tier. 2. At the time of subcontract execution, the Contractor shall verify that each of its first tier Subcontractors meets the following bidder responsibility criteria: a. Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract quote submittal; b. Have a current Washington Unified Business Identifier number (UBI); 3. If applicable, have: d. Industrial insurance (worker's compensation) coverage for the Subcontractor's employees working in Washington as required in Title 51 RCW; e. A Washington Employment Security Department number as required in Title 50 RCW; f. A Washington Department of Revenue state excise tax registration number as required in Title 82 RCW; b. An electrical Contractor license, if required by Chapter 19.28 RCW; c. An elevator Contractor license, if required by Chapter 70.87 RCW. 4. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 5. Until December 31, 2013, not have violated more than one time the off -site, prefabricated, non-standard, project specific items reporting requirements of RCW 39.04.370. 6. For public works projects subject to the apprenticeship utilization requirements of RCW 3.0.04.320, not have been found out of compliance by the Washington state apprenticeship and training council for working apprentices out of ratio, without appropriate supervision, or outside their approved work processes as outlined in their standards of apprenticeship under chapter 49.04 RCW for the one-year period immediately preceding the first date of advertising for the project. 7. Per RCW 39.04.350 and RCW 39.06.020, has the Subcontractor had Labor and Industries Training or are they exempt? CONTRACT 10 City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 ^ CONTRACT BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: Bond No. 7901096856 That whereas the City of Yakima, Washington has awarded to Hancock SamuWau,& Paint LLC (Contractor) hereinafte designated as the ^pnnc|po|^ o contract for the construction of the project designated .Cir0Rf Yakima _maohesRiver .Water � Treatment Plant Effluent Flume Concrete Repair Proiect.No. "AC2s01 'all a, hereto attached and made a part hereof and whereas, said principal i,required unde,tbeterm5nfsa|dcontract tofurnish vbond fo,thefaitnf"|performance ofsaidcontract: NOW, THEREFORE, we, the principal, and _ Nationwide rance[omE.2ny (Surety), » corporation, organized and existing under and by virtue of the laws of the State of plh,ioduly authorized to do business in the State of Washington, as surety, are jointly and severally held and firmly bound unto the City of Yakima, Washington, mthe sum of$ 86'157.00 (Total Contract Amount) lawful mvnevuftheun|tedstate,'forthepavmen,v(wh|c» sum well and truly mbe made' we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly hvthose presents. THE CONDITIONS opTHIS OBLIGATIONS |sSUCH, that ifthe above bonded principal shall faithfully perform all ofthe provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and ,xax pay all laborers, mechanics, `vu'mntmctuo and material men' and all persons who shall svop|v said principal or sub -contractors with provisions and supplies for the carrying on of said work, and shall hold said City of Yakima, Washington, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub -contractor in the performance of said work and s*vo indemnify and hold the ci/v of Yakima, vva`mnutnn' its employees, agents, and elected o, appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects developing in the material or workmanship provided o, performed under said contract, within a period of one year after its acceptance bvthe City ofYakima, Washington, then and inthat event this obligation shall bevoid; but otherwise it shall beand remain mfull force and effect. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Ordinances ofthe City ofYakima, Washington, |mWITNESS WHEREOF, the said principal and the said suety have caused this bond mbesigned and sealed by their duly authorized officers this zoth day of September .2022. astoform (--A op~~~~__ =11i�.��.� ~ (Signature) Don Garnmell Managing Member (Print Name) Nationwide Mutual Insurance Company By:, , __ - ~��7, -� _.~�� (Signature) Attorney-[ n- Fact (Print Nome) City ofmmwa-Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 Power of Attorney '7W ALL MEN BY THESE PRESENTS THAT: Jnwide Mutual Insurance Company, an Ohio corporation hereinafter referred to severally as the "Company" and collectively as "the Companies" does hereby make, constitute and appoint: GLENDA D SIMONSON; JARED W RAFE; JASON BRAVO; JOSH R TONER; JUSTIN B TONER; each in their individual capacity, its true and lawful attorney -in -fact, with full power and authority to sign, seal, and execute on its behalf any and all bonds and undertakings, and other obligatory instruments of similar nature, in penalties not exceeding the sum of UNLIMITED and to bind the Company thereby, as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company; and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: "RESOLVED, that the president, or any vice president be, and each hereby is, authorized and empowered to appoint attorneys -in -fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds, forms, applications, memorandums, undertakings, recognizances, transfers, contracts of indemnity, policies, contracts guaranteeing the fidelity of persons holding positions of public or private trust, and other writings obligatory in nature that the business of the Company may require; and to modify or revoke, with or without cause, any such appointment or authority; provided, however, that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." "RESOLVED FURTHER, that such attorneys -in -fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them, and to affix the seal of the Company thereto; provided, however, that said seal shall not be necessary for the validity of any such documents," This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments. Any vice president, any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents, instruments, contracts, or other papers in connection with the operation of the business of the company in addition to the chairman of the board, the chief executive officer, president, treasurer or secretary; provided, however, the signature of any of them may be printed, engraved, or stamped on any approved document, contract, instrument, or other papers of the Company. IN WITNESS WHEREOF, the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 20th day of August, 2021. Antonio C. Albanese, Vice President of Nationwide Mutual Insurance Company ACKNOWLEDGMENT STATE OF NEW YORK COUNTY OF NEW YORK: ss On this 20th day of August, 2021, before me came the above -named officer for the Company aforesaid, to me personally known to be the officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposes and says, that he is the officer of the Company aforesaid, that the seal affixed hereto is the corporate seal of said Company, and the said corporate seal and his signature were duly affixed and subscribed to said instrument by the authority and direction of said Company. Stephanie Rubino McArthur Notary Public, Stale of New York No„ 02MC6270117 Qualified in New York County Commission Fxvire,s October 19, 4124 CERTIFICATE Notary Pubfic My Commission Expires October 19, 2024 I, Laura B. Guy, Assistant Secretary of the Company, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney issued by the Company; that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner; that said Antonio C. Albanese was on the date of the execution of the foregoing power of attorney the duly elected officer of the Company, and the corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors; and the foregoing power of attorney is still in full force and effect, WITNESS WHEREOF, I have he.reunto su!)scribed my name as Assistant Secretary, arid affixed the corporate seal of said Company this 20th day of ,;.)t-mber 2022 BDJ 1(08-21)00 ai44.0L 3 G-G, Assistant Secretary ACORLJ►` HANCSAN-01 - "A CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 9/27/2022 "HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ERTIFICATE 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 have ADDITIONAL INSURED provisions or 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 Basin Pacific Insurance & Benefits 6816 W Rio Grande Ave, Ste C120 Kennewick, WA 99336 INSURED Hancock Sandblast & Paint, LLC PO Box 3399 Pasco, WA 99302 kACT PHONE (A/C, No, Ext): (509) 735-7506 FAX Ne):(509) 491-3322 AE'Ess:jhanson@basinpacific.com INSURER(S) AFFORDING COVERAGE INSURER A: Admiral Insurance Company INSURER S:The Cincinnati Insurance Company INSURER C: INSURER D : INSURER E : INSURER F : NAIC ft 10677 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.. INSR ADDOL SUaR POLICYEFF POLICY EXP T. TYPE OF INSURANCE IVY POLICY NUMBER A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR X FEIECC2471304 X Pollution Liability GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X JECQT LOC OTHER: AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOSHIRED ONLY 3/17/2022 IletraYI LIMITS EACH OCCURRENCE 3/17/2023 DAMAGE TO RENTED PREMISES (E'o OCcurnce) P (Any one person) PERSONAL E ADV !NJURY $ $ GENERAL AGGREGATE S PRODUCTS - COMP/OP AGG $ WA STOP GAP COMBINED SINGLE Lima (Es accident) $ X ENP 0184784 3/17/2022 3/17/2023 - BODILY INJURYjPe person), $ L34:)DILY INJURY (Pei accident) $ PRE PPERRTTY (DAMAGE $ { A X UMBRELLA LIAB X OCCUR EXCESS LIAB CLAIMS -MADE DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N FEIEXS2471404 3/17/2022 3/17/2023 ANY PROPRIETOR/PARTNER/EXECUTIVE FFICER:MEMBER EXCLUDED? {Mandatory In NH) Ilypes, describe under DESCRIPTION OFO RAT/ONSbelow N/A EACH OCCURRENCE AGGREGATE FEIECC2471304 3/17/2022 3/17/2023 X PER OTH- STATUTE ER 5 $ $ E.L EACH ACCIDENT E.L DISEASE - EA EMPLOYEE $ E L DISEASE , PO Lf Y UEI/T 5 1,000,000 100,000 5,000 1,000,000 2,000,000 2,000,000 1,000,000 1,000,000 000,0 5,000,000 1,000,000 1,000,000 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) City of Yakima, its elected and appointed officials, employees, agents, attorneys and volunteers are named as Additional Insureds per the attached forms. Re: City of Yakima — Naches River Water Treatment Plant Effluent Flume Concrete Repair Project No. AC2601 CERTIFICATE HOLDER City of Yakima 129 North Second Street Yakima, WA 98901 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Hancock Sandblast &PainUng. Inc. Endorsement Number: 4 Automatic Additional Insured — Owners, Lessees or Contractors This endorsement, effective 3/17/2022.attaches toand forms apart of Policy Number FEI-ECC-24713-04. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ |TCAREFULLY. In consideration of an additional premium of $Applied, this endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE CONTRACTORS POLLUTION LIABILITY COVERAGE SCHEDULE Name of Person or Organization', Any person(s) or organization(s) whom the Named Insured agrees, in a written contract, to name as an additional insured. However, this status exists only for the project specified in that contract. The person or organization shown in this Schedule is included as an insured, butonly with respect to that penoon'ecvonganizadon'ovicarious liability arising out ofyour ongoing operations performed for that insured. @208,FrebergEnvironmental, Inc. Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ Ul[CAREFULLY. , , _� �~ �U ^~U��. x��- _� ��UU��U��E�� AUTO ��~� ��COVERAGE ~�� UUU�� (EXPANDED ~°=°°�-"~�=�" ��v ENDORSEMENT This endorsement modifies insurance provided bythe fdlowing� BUSINESS AUTO COVERAGE FORM With respect to the coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified bythis endorsement, A. Blanket Waiver of Subrogation This provision does not apply unless the valid written contract has been: SECTION |V - BUSINESS AUTO CONDI- TIONS, A. Loss Conditions, 5b.Transfer mf Rights pfRecovery Against Others toUsis amended bythe addition ofthe following: 1. Executed prior to the accident causing "bodily injury" or "property damage"; and 2. Is still in force at the time of the "accident" We wake any right of recovery have causing "bodily injury" or "property dam - against any person or organization because of age^ payments make for "bodily injury" or "property damage" arising out ofthe operation D. Employee Hired Auto of covered "auto" when have assumed 1' Changes inLiability Coverage liability for such "bodily injury' or "property damage" under an "insured contract". pnovid- The following is added \othe Section U' ed the "bodily injury" or "property damage" oc- Liability Coverage, A. Coverage, 1' curs subsequent to the execution or the "in- Who is an Insured: sunedcontract" B. Noncontributory Insurance SECTION |V ' BUSINESS AUTO CONDI- TIONS, B. General Conditions, 5. Other In- surance c. is replaced by the following: c. Regardless of the provisions of Par- agraph m' above. this Coverage Form's Liability Coverage is primary and we will not seek contribution from any other insurance for any lia- bility assumed under an "insured contract" that requires liability to be assumed onaprimary noncontributo- ry basis. C. Additional Insured byContract SECTION || ' LIABILITY COVERAGE, A. Coverage, i Who iean Insured is amended to include as an insured any person urorQani- raUon with which you have agreed in avz|id written contract to provide insurance as is af- forded by this policy. This provision is limited to the scope of the valid written contract, An "employee" yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that .employee's" name, with your permission, while performing duties related to the conduct pfyour business. 2' Changes inGeneral Conditions SECTION |V' BUSINESS AUTO CON- DITIONS, B. General Conditions, S. Other Insurance is amended byreplac- ing ParagraphS.b' with the following: h^ For Hired Auto Physical Damage Coverage the following are deemed tobecovered ^outos^you own: (1) Any covered "auto" you lease, hine, rent orborrow; and (2) Any covered "auto" hired or rented by your "employee" under acontract inthat individual "em- ployee's" name, with your per- mission, while performing dudes related to the conduct of your business. Includes copyrighted material cfISO Properties, Inc., with its permission. Page of However, any "auto" that is |*aaed, hined, rented orborrowed with adriver is not a covered "auto". E. Audio, Visual and Data Electronic Equip' ment SECTION U| ' PHYSICAL DAMAGE COV- ERAGE, C. Limit of Insurance is amended by adding the following: 4. The most wewill pay for all "loss" to au- dio, visual or data electronic equipment and any accessories used with this equipment as a result of any one "acci- dent" is the lesser cf., a' The actual cash value of the dam- aged or stolen propertyasufthe time orthe 'acc/denr; b. The cost of repairing or replacing the damaged orstolen property with oth- er property of like kind and quality; or c. $2,500. Provided the equipment, atthe time ofthe a Permanently installed inorupon the covered "auto" in housing opening orother location that is not normally used by the "auto" manufacturer for the installation ofsuch equipment b' Removable from a permanently in- stalled housing unit as described in Paragraph 2La'above; or c' An integral part ofsuch equipment, F. Who is an Insured - Amended SECTION U'LIABILITY COVERAGE, A. Coverage,1' Who is an Insured is amended byadding the following: The following are ^insunyds^: 1' Any subsidiary which isalegally incorpo- rated entity of which you own a financial interest of more than 5096 of the voting stock on the effective date nfthis cover- age form. Hwweve/, the insurance afforded by this provision does not apply toany subsidiary that in an "insured" under any other au- tomobile liability policy, o/ would be an "insured" under such policy but fortenni- nation of such policy o/the exhaustion of such policy's limits ofinsurance. 2 Any organization that isnewly i dor formed by you and over which you main- tain majority ownership. The insurance provided by this provision: a |seffective onthe date ufacquisition or formation, and is afforded for 180 days after such date; b, Does not apply to "bodily injury" or ..property damage" resulting from an ..accident" that occurred before you acquired nrformed the organization; c. Does not apply toany newly acquired or formed organization that is a joint venture orpartnership; and d. Does not apply to an insured under any other automobile liability policy, or would be an insured under such a policyfor the termination of such policy the exhaustion ofsuch poU- qyslimits ofinsurance. 3. Any of your "employees" while using a covered "auto" in you, business or your personal affairs, provided you donot own, hire or borrow that "auto". G. Liability Coverage Extensions ' Supple- mentary Payments ' Higher Limits SECTION U ' LIABILITY COVERAGE, A. Coverage, 2'Coverage Extensions, m'Sup- plementary Payments is amended by: 1- Replacing the $2.000 Limit of Insurance for bail bonds with $4.0OOin(2);and 2. Replacing the$25O Limit ofInsurance for reasonable expenses with $5OOin(4). H. Amended Fellow Employee Exclusion SECTION |!' LIABILITY COVERAGE, B'Ex- c|usions. S' pm||om/ Employee is modified as Fxc|ucionS. Fellow Employee isdeleted. L Hired Auto ' Physical Damage If hired ^autos" are covered "autos" for Liability Coverage,then Comprehensive and Collision Physical Damage Coverages as provided un- der SECTION |U - PHYSICAL DAMAGE COVERAGE of this Coverage Part are ex- tended to "autos" you hire, subject to the fol- lowing: 1. The most we will pay for "loss" to any hired "auto" is $50.080 or the actual cash value or cost to repair or replace, which- ever |sthe least, minus adeductible. l The deductible will beequal tnthe largest deductible applicable to any owned "auto" for that coverage, or$1.00U.whichever |s I Hired Auto Physical Damage coverage |sexcess over any other collectible insur- ance. Includes copyrightedmaterial ofISO Properties, Inc., with its permission, Page 2 of 4. Subject tothe above limit, deductible, and excess provisions we will provide cover- age equal tothe broadest cwvenageappU- cab|e to any covered "auto" you own in- sured under this policy. Coverage includes loss ofuse ofthat hired au' tn provided it results from "accident" for which you are legally liable and usa result of which a monetary loss is sustained by the leasing or rental concern. The most we will pay for any one ^acddeny'is$].00U. If limit for Hired Auto Physical Damage is shown in the Schedule, then that |imitreplac- es. and is not added to, the $50.000 limit indicated above. - J. Rental Reimbursement SECTION !U ' PHYSICAL DAMAGE is amended byadding the following: 1. We will pay for rental reimbursement ex- penses incurred by you for the rental of on "auto" because of "loss" to covered "auto". Payment applies in additionto the otherwise applicable amount of each cov- erage you have on a covered "auto". No deductible applies to this coverage. 2 We will pay only for those expenses in- curred 24 hours after the "loss" and ending, re- gardless of the policy's expiration, with the lesser of the following number of a. The number ofdays reasonably re- quired to repair the covered "auto". If "loss" is caused theft, this number of days is added to the number of days it takes to locate the covered ^auto^and return it toyou; or t` 3Odays. 3. Our payment is|imited1othe|esyerofthe following amoums� e. Necessary and actual expenses in- curneo;or b $5Oper day. 4. This coverage does not apply while there are spare or reserve "autos" available to you for your operations. 5. We will pay under this coverage only that amount o[your rental reimbursement ex- pensesvvhich is not already provided for under SECTION U| ' PHYSICAL DAM- AGE COVERAGE, A. Coverage, 4. Coverage Extensions. K. TranyportationExpenye-HigherUmits SECTION U| ' PHYSICAL DAMAGE COV- ERAGE, A. Coverage, 4. Coverage Exten- sions is amended by replacing $20 per day with $50 per day, and $800 maximum with $1'500 maximum in Extension a. Tranypor- tatimnEupmnsea. L. Airbag Coverage SECTION i|| - PHYSICAL DAMAGE COV- ERAGE, B. Exclusions, 3'a. is amended by adding the following: However, the mechanical and electrical breakdown portion ofthis exclusion does not apply to the accidental discharge of an airbag This coverage for airbags is excess over any other collectible insurance or warranty. M. Loan orLease Gap Coverage 1. SECTION |N - PHYSICAL DAMAGE COVERAGE, C. Limit of Insurance is deleted in its entirety and replaced by the ho||owing, but only for private passenger type ^auLos^with an original loan or lease, and only in the event of "total loss" to such aprivate passenger type "auro^: a. The most wewill pay for "loss" in any one "accident" is the greater of: (1) The amount due under the terms of the lease or loan to which your covered private passenger type "auto" is subject, but will not (a) Overdue|easoorloanpay- (6) Financial penalties imposed under the lease due to high mi|eage, excessive use or abnormal wear and teac (c) Security deposits not re- funded by the lessor; (d) Costs for extended warran- ties, Credit Life Insurance, Health, Accident or Disabil- ity Insurance purchased with the loan or lease; and Car balances from previous loans orleases, or (2) Actual cash value of the stolen ordamaged property, b` An adjustment for depreciation and physical condition will bemade inde- termining actual cash value at the time of "loss", (e) Includes copyrighted material cfISO Properties, Inc., with its permission. Page 3wf4 Z SECTION V-DEFINITIONS isamended by adding the hd|owing, but only for the purposes of this Loan or Lease Gap Coverage'. ^Tn\a| loss" means a "loss" in which the cost of repairs plus the salvage value ex- ceeds the actual cash value. N. Glass Repair ' Waiver ofDeductible SECTION U/ ' PHYSICAL DAMAGE COW ERAGE,[lDeductible ioamended byadding the following: No deductible applies to glass damage if the glass is repaired in a manner acceptable to us rather than replaced, 0. Duties in the Event of an Accident, C|ainm, Suit orLoss 'Amended SECTION |V ' BUSINESS AUTO CONDI- TIONS, A.Loss Conditions, 2.Duties imthe Event of Accident, Claim, Suit nrLoss, a'is amended byadding the following: This condition applies only when the "acci- dent" 1' You, |[ you are anindividual; Z Apartnec ifyou are a partnership; 3. An executive officer or insurance manag- er. if you are a corporation; or 4. A member or manage[ if you are a lim- ited F. Unintentional Failure tmDisclose Hazards SECTION |V ' BUSINESS AUTO CONDI- TIONS, B. General Conditions, 2. Conceal- ment, Misrepresentation or Fraud is amended byadding the following: However, if you unintentionally fail to disclose any hazards existing on the effective date of this Coverage Form' we will not deny cover- age under this Coverage Fonn because of such failure. ��. Mental Anguish Resulting from Bodily Inju- ry SECTION V'DEFINITIONS, C."Bodily inju- ry" is deleted in its entirety and replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by person. including men- ta|angu|sh and death sustained by the same person that results from such bodily injury, sickness or disease. "Bodily injury/ does not include mental anguish or death that does not result from bodily injury, sickness or disease. R. Coverage for Certain Operations in Con- nection with Railroads With respect to the use of covered "auto" in operations for oraffecting arailroad: 1. Smcdnm V' Definitions, H. "Insured con- tract", 1.c isamended to read: c Aneasement orlicense agreement; 2. Section V'Definitions, H."Insured con' tract", 2.a. is deleted. Includes copyrighhed material ofISO 28801 16 Properties, Inc., with its permission. Page 4 of 4 City of Yakima Naches River Water Treatment Plant Effluent Flume Concrete Repair Project AC2601 Technical Specification for CONCRETE REPAIR AND PROTECTIVE COATING Introduction and Background The City of Yakima Naches River Water Treatment Plant, located at 6390 U.S. HWY 12, is a surface water treatment facility with a design capacity of 25 MGD (21.6 MGD rated capacity). Surface water treatment is achieved through chemical conditioning and flow through four gravity rapid sand filters. Filtered water flows through an effluent flume into a two -compartment clear well with a weir that overflows into a 48-inch transmission main to the City by gravity. The concrete flume is approximately 5 feet wide by 6 feet tall and 55 feet long. There are four 14- inch and two 24-inch filtered water influent pipe penetrations, a 24-inch manway penetration, an access hatch in the ceiling, and some other ancillary pipe penetrations for chemical injection into the effluent flume. Photos of the surface condition are provided in Appendix A. A copy of the existing flume structure and piping drawings is provided in Appendix B. On the interior of the flume, the exposed concrete aggregate is loose in places, but when removed, the underlying concrete appears to be sound and not soft or porous. There are some isolated locations where reinforcing steel is exposed and severely corroded. There are also a few areas near the wall to floor transition where spalling has occurred. No other large cracks or similar signs of movement or settlement have been observed. Repair Contractor shall use a repair mortar and high -build epoxy coating system to repair the surface of the flume. Coating materials need to conform to NSF Standard 61 since they will be in substantial contact with potable water as defined in WAC 246-290-220. The following coating system, or approved equal, shall be used for repair of the effluent flume: o Repair Mortar: AW Cook PW Mortar, 1/2" to 4" max. thickness o Re -surfacer: AW Cook PW Mortar, featheredge to 1/2" thickness o Finish Coat: Sherwin-Williams DuraPlate 6000 at 80-100 mils DFT The finish coating may be applied within 12-18 hours of repair mortar/re-surfacer placement, or as recommended by the manufacturer. The contractor shall assure that the final cure time required by the manufacturer for the finish coating has been followed prior to returning the flume to service. Product data sheets, and NSF certification sheets are provided in Appendix C for reference. Contractor shall provide the same for final approved materials. The manufacturers written instructions for surface preparation and coating application shall be followed. All work shall be performed by an industrial coating contractor approved/qualified for the materials being used. The existing concrete surfaces shall be pressure washed to remove existing scale, dirt, and loose material. All other concrete surfaces shall be abrasive blasted or high-pressure water jetted to provide a minimum concrete surface profile (CSP) of 5, in accordance with SSPC-SP13/NACE 6 and |RC| Guideline No. 310.2R. Any loose scale and rust mhoU be removed from piping and exposed reinforcing steel through abrasive blasting or use of hand tools. The abandoned 14-inch influent elbows shall becut off and removed. |fabrasive blasting |eused toobtain the recommended surface profile or remove scale and rust from piping, an adequate containment system shall be used to avoid dumt, dabris, and abrasive blast materials from carrying into the adjacent clear well. Noexposed nabmrshall becut orremoved. Following surface preparation and removal of all dirt and debris, repair mortar shall be trowel applied inlifts os recommended by the manufacturer to fill exposed aggregate areas level with adjacent non -degraded concrete surfaces. Repair mortar shall also baused baplace a1-inch to2- inch radius or45-de0noe cant cove sdthe wall to floor and ma|| to ceiling transitions to improve coating performance. /\nexample manufacturer -recommended detail is provided inAppendix D for reference. Coating termination on the floor is not planned to be used. Proper coating term inabmn/trmnsibon shall be applied at piping and hatch penetrations as recommended by the manufacturer. After the exposed aggregate areas are filled, oskim coat ofrepair mortar shall be trowel applied to all wall and ceiling surfaces tmachieve asmooth and uniform finish. Once the mortar has cured, the finish coating materials shall be spray applied as recommended by the manufacturer to all ceiling, vvo||, floor, and piping surfaces. Wet film thickness ohm|| be tested in the presence of the Cib/m representative tmconfirm adequate coverage. Following the manufacturer recommended coating cure time, the contractor shall test the finish coating for holidays using a high voltage spark detection test in accordance with NACE RP0188- 90 and the manufacturer recommendations. Holiday tests ehmU be performed in the presence of the C|ty'e representative. Repairs shall be made if any holidays are detected in accordance with the manufacturer's instructions. Prior to returning the flume toservice, all surfaces shall becleaned and disinfected inaccordance with A8886A C652. Contractor shall be responsible for all moisture control, access, and proper ventilation for worker Measurement and payment for individual bid items shall bemade for the actual quantities installed for those items with individual unit measurements, and shall be as described in section 1-09 of the Standard Specifications. Appendix A — Existing Effluent Flume Photos G: \PROJECTS \2021 \21242E \Flume Repair Engineering Report docx Appendix B — Existing Plans G:\PROJECTS\2021 \21242E\Flume Repair Engineering Report docx u. Appendix C — Coating Material Product Data Sheets G: \PROJECTS \2021 \21242E\Flume Repair Engineering Report docx nonc,ete / 9opolrpmducm MANUFACTURER A`vv.Cook Cement Products z4zAmy Industrial Lane Hoscxtu^'GA. »os4o Phone (7os)os4'sa77 Fax (7os)s50-ao*z DESCRIPTION POTABLE WATER MORTAR isupre'puckaVed,po- blended, Portland cement based concrete repair mortar. The mortar may behand orspray applied. Uses include repairing concrete walls, ceilings, brick, pipe repair and miscellaneous repairs where ANSI/NSF Standard O1Certification isrequired. The Potable Water Mortar will accept coatings atearlier ages than typical Portland cement repair products. SURFACE PREPARATION Remove all loose concrete, brick ormortar from affected area by mechanical means. Surfaces shall be free ofpaints, oi|s, dirt, dust, curing compounds, sealers, form release agents orany material that would prevent the mortar from contacting the open pores ofthe concrete. Create aminimum surface profile for the system specified inaccordance with the methods described in |CR| No. O3792tuachieve profile CSP'3orgreater. Shot blasting, sandblasting, chipping and high-pressure water blasting, are all excellent surface preparation methods. Dampen area toachieve material, toasaturated, surface dry condition (BD),leaving nupuddles urglistening water onthe surface. Water demand: 4quarts per 0Ulb. bag. APPLICATION After the surface has been properly prepared, begin the application utilizing the following methods. By Low Pressure Spray, Centrifugal Casting, Dry -Mix Shotcrete orbyhand. Apply insuccessive lifts tuthe proper thickness. ��UU �-�K��~ �� U��U ��= � POTABLE WATER MORTAR Use brush, float or trowel tuachieve desired CURING Damp curing bthe preferred method. The use cfa curing compound, that complies with ASTM E309, may henecessary *xprevent rapid drying nf mortar. Curing compounds may need tobe removed prior tocoating. Curing compounds are not included inNSF 6lcertification Recuat:1hour at75'F Final Cure: 7days at75'F LIMITATIONS Ambient and surface temperatures must be38yF and rising during application. Protect from rain until initial set has been achieved. Toavoid flash setting, DO NOT contaminate PVV Mortar with Hydraulic cement, high early strength materials urcalcium a|uminate mortars. Maximum thickness: Z'OOOmi|s. STORAGE &HANDLING Shelf life: lImonths inthe original unopened container. Storage: Store inadry area away from direct sunlight. The product should beconditioned to between 4O»Fand 952Fbefore use. PRECAUTIONS Contains Portland cement -avoid eye contact nr prolonged contact with skin, Wash thoroughly after handling. |ncase ofeye contact, flush with water for atleast l5 minutes. Consult a physician immediately. Keep out of reach of children, Contains free silica - DO NOT breathe dust. May cause delayed lung injury. Follow OSHA safety and health standards for crystalline silica (quartz).See material safety data sheet for detailed information. Spills: Collect inappropriate container. Uncured material may beremoved with water. Disposal: Dispose ofinaccordance with local, state nrfederal regulations. PACKAGING O0lb. /Z7kgmu|tiwaUbags. A.W. Cook Cement Products, Inc. 706'654'3677 242Amy Industrial Lane /Concrete Repair Products TECHNICAL DATA SILATEC P POTABLE WATER MORTAR Please Refer to Manufacturer's Supplemental Data Sheet for Performance Characteristics: Supplemental Data assists with varying thicknesses of the applied mortar as well as various methods of installation. A.W. Cook Cement Products, Inc. 242 Amy Industrial Lane Hoschton, GA 30548 Version: 186PW 10.1.20 706-654-3677 info@awcookcement,com www.awcookcement.com ��U �ULAU K— �»K~�� |� ��T�� POTABLE ""��'~-"""-"��'"'��". Supplemental Data Page concrote Repair Products xxmvuFxcrumsn A.vv.Cook Cement Products z^uAmy Industrial Lane Ho,chtnn'GA. sos4u Phone (7os)os4'ao77 Fax (7no)o54-»aa2 TECHNICAL DATA Dq+rNkuShotz,ete Application: Pre -packaged material isplaced inthe shmzet gun (rotary orchamber type).The material isfed ataconstant rate of speed into the delivery hose and pneumatically conveyed to the gun nozzle. Water is injected at the nozzle, completely wetting the material where itisjetted onto the surface athigh velocity. Compressive Strength 'AS7IMFu09Mortar (mod.) xdav 2870wsi 7uav oaoopu aouav 0000psi Flexural Strength 'AST C-78 zdav «sopsi vua»* 1200psi aodays xu«onsi Split Tensile Strength 'AsTIMc-4ys xdav zoopsi 7uays szupsi zodav: 725psi Bond Strength 'ASTIMcuo Modified zdav aoupd 7uays zxonpsi oodays zssovoi Shrinkage <inch/ioch>'xsTIMc-5ss 1 day 0.000* 7da\s 0.0009 onda*s 0.0012 Maximum Thickness —a,0o mils A.W. Cook Cement Products, Inc. I4JAmy Industrial Lane Version: 186pVv10.1.20 706'654'3677 Concrete Repair Products MANUFACTURER A.W. Cook Cement Products 242 Amy Industrial Lane Hoschton, GA. 30548 Phone (706) 654-3677 Fax (706) 654-3662 TECHNICAL DATA — PW-2 'A" — 2" Low Pressure Spray Hand Applied Centrifugally Cast 4.0 to 4.5 quarts water per 60 lbs. Compressive Strength - ASTM C-109 Mortar (mod.) 1 day 4300 psi 7 days 8000 psi 28 days 10000 psi Flexural Strength - ASTM C-293 1 day 720 psi 28 days 1695 psi Split Tensile Strength - ASTM C-496 1 day 430 psi 28 days 805 psi Bond Strength - ASTM C-882 Modified 28 days 2810 psi Shrinkage (inch/inch) - ASTM C-596 28 days (0.0012) Chloride Permeability — ASTM C-1202 28 days 205 Coulombs Freeze/Thaw Resistance ASTM C-666 300 cycles Relative Dynamic Modulus = 94% Modulus of Elasticity- ASTM C-469 24 hours 3,400,000 psi 28 days 4,500,000 psi SILATEC P POTABLE WATER MORTAR Supplemental Data Page A.W. Cook Cement Products, Inc. 242 Amy Industrial Lane Hoschton, GA 30548 706-654-3677 inio@awcookcement,coni www.awcookcement.com /Concrete Repair Products MANUFACTURER A.W. Cook Cement Products 242 Amy Industrial Lane Hoschton, GA. 30548 Phone (706) 654-3677 Fax (706) 654-3662 TECHNICAL DATA — PW-3 Featheredge — Y2" Low Pressure Spray Hand Applied Water Demand: 8-9 pints per 60 lbs. powder Compressive Strength - ASTM C-109 Mortar (mod.) 1 day 2010 psi 7 days 5100 psi 28 days 6000 psi Flexural Strength - ASTM C-78 1 day 400 psi 28 days 720 psi Split Tensile Strength - ASTM C-496 1 day 250 psi 28 days 500 psi Bond Strength - ASTM C-882 Modified 1 day 800 psi 7 days 2000 psi 28 days 2400 psi Shrinkage (inch/inch) - ASTM C-596 28 days (0.14) Chloride Permeability — ASTM C-1202 28 days 600 Coulombs Freeze/Thaw Resistance ASTM C-666 300 cycles Relative Dynamic Modulus = 90% SILATEC P POTABLE WATER MORTAR Supplemental Data Page A.W. Cook Cement Products, Inc. 242 Amy Industrial Lane Hoschton, GA 30548 706-654-3677 info@awcookcement.com www.awcookcement.com 789 N. Dixboro Road, Ann Arbor, MI 481 ' COGNIZES 0 C.) 0 oschton, A PRODUCTS APPEARING IN THE NSF OFFICIAL L AUTHORIZED TO BEAR THE NSF MARK. 0 .•$1 6 8 r4, 2 co "7 t .2 o "E, • =- = H E cr 0• 0 o o _o -0 5 5 g E 0. Zo u. o 0 °?) : 8 F^ Theresa Bellish General Manager, RECOGNIZES e et Facility: oschton, GA S COMPLYING WITH NSF/ANSI/CAN 61 A II ALL APPLICABLE REQUI' MENTS. PRODUCTS APPEARING IN THE NSF OFFICIAL LISTING ARE AUTHORIZED TO BEAR THE NSF MARK. 5 . U '21 •-• o • - .) -5 -8 0• 0 ,zg L) g CT • 0 o • g, • E • o .0 E— -o F, t .2 8 E col Z 4:1 t • 3, 0. 1• 0 2 f) O 0 N N 0, General Manager, C0539098 - 01 OFFICIAL LISTING NSF certifies that the products appearing on this Listing conform to the requirements of NSF/ANSI/CAN 61 - Drinking Water System Components - Health Effects This is the Official Listing recorded on January 27, 2021. A.W. Cook Cement Products, Inc. 242 Amy Industrial Lane Hoschton, GA 30548 706-654-3677 Facility: Hoschton, GA Trade Designation Coatings - Fittings Cemtec Silatec PW >=6" [1] Coatings = Pipe Cemtec Silatec PW >= 48" [1] Coatings - Tank Cemtec Silatec PW >= 10,000 gal, Protective (Barrier) Materials Water Water Water Contact Contact Contact Size Restriction Temp Material [1] CLD 23 CMNT CLD 23 CMNT CLD 23 CMNT [1] Coating Notes: Color: Gray Number of Coats: 2 - 4 Maximum Field Use Dry Thickness (in mils): 2000 mils Recoat Cure Time and Temperature: 1 hour at 75°F Final Cure Time/Temperature: 7 days @ 75°F Special Comments: Mix ratio is 4 quarts of water to one 60 lb bag of Cemtec Silatec PW. Ensure proper surface preparation guidelines are followed prior to installation. Note: Additions shall not be made to this document without prior evaluation and acceptance by NSF. 1 of 1 C0539097 780 \ 1)1 \Loro Ano Hoc \ wlip:m ‘RK -.\176, m,10 n';lorP, adlaow HBIVM 918\LLOd Md OBJY1IS C•� 4? 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It eliminates the application challenges associated with standard reinforced epoxy products while providing long-term life expectancy with extremely low permeability and excellent chemical resistance. • Glass flake reinforced • Hangs up to 125+ mils* (3,125 microns) • Single leg or plural component spray application • Long pot life • Extended 28 day re -coat window • Return to service in 10 hours • Extremely low permeability • May be applied to an SSD (Saturated Surface Dry) substrate *Refer to NSF website for product restrictions or recommendations on dry film thickness, reducer restrictions and cure times. PRODUCT CHARACTERISTICS Finish: Color: Volume Solids: Weight Solids: Mix Ratio: Gloss White, Gray 100%, mixed 100%, mixed 2:1 by volume VOC (unreduced): 16 g/L ; 0.13 lb/gal, mixed Recommended,Spreading Rate oer coat: Minimum Maximum Wet mils (microns) 20.0 (500) 125,0+ (3,125) Dry mils* (microns) 20.0 (500) 125.0+** (3,125) —Coverage sq ftlgal (m2/L) 13 (0.3) 80 (2.0) Theoretical coverage sq ftlgal 1604 (39.4) (m2/L) @ 1 mil / 25 microns dft *Consult systems guide on second page for specific concrete and steel recommendations. **Refer to NSF website for product restrictions or recommendations on dry film thickness, reducer restrictions and cure times. NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance.m Prying Schedule @ 120.0 mils wet (3.000 microns);. @ 35°F/1.7°C @ 55°F/13°C @ 77°F/25°C 50% RH 50% RH 50% RH To touch: 4 hours 3 hours 2 hours To handle: 12 hours 5 hours 4 hours To recoat: minimum: 10 hours 5 hours 5 hours maximum: 28 days 28 days 28 days Cure to service: 10 hours 10 hours 10 hours not Pot life: recommended* 1 hour 1 hour It is recommended that the product is kept above 55°F (13°C) for application and maing. If maximum recoat time is exceeded, abrade surface before recoating. D in. time is Temperature. humidity, and film thickness dependent. To touch: To handle: To recoat: B62W710 WHITE B62V710 OFF WHITE HARDENER B62BV710 BLACK HARDENER TRM.116 PRODUCT CHARACTERISTICS (CONT'D) Drying Schedule tp 120. @ 95°F/35°C <50 % RH 2 hours 4 hours (,000 microns): @ 120°F/49°C @ 150°F/66°C <50% RH <50% RH 1 5 hours 1 hour 3 hours 2 hours minimum: 5 hours 5 hours 5 hours maximum: 28 days 28 days 28 days Cure to service: 10 hours 10 hours 10 hours Pot life: 40 minutes 40 minutes 10 minutes If maximum recoat time is exceeded, abrade surface before recoating. D 'n. ' t is m.:r,u h mi• acd flmtfuukn Shelf Life: Flash Point: Reducer: Clean Up: 24 months, unopened. Store indoors at 40°F (4.5°C) to 100°F (38°C), >212°F (100°C), PMCC or SETA, mixed Not recommended MEK RECOMMENDED USES For use over properly prepared steel and concrete surfaces in industrial environments and water and wastewater exposures, such as but not limited to: • Severe wastewater immersion and headspace environments • Sewer collection systems • Wastewater treatment plants • Industrial and wastewater tankage • Suitable for use in USDA -inspected food processing facilities For NSF approved applications: • Refer to NSF website for product restrictions or recommenda- tions on dry film thickness reducer restrictions and cure times • Meets the requirements of AWWA C210-15 PERFORMANCE CHARACTERISTICS Substrate*: Steel Surface Preparation*: SSPC-SP10/NACE2 System Tested*: 1 ct. Dura-Plate 6000 @ 120 mils (3,000 microns) dft *unless otherwise noted below Test Nafrfe Test Method Results Abrasion Resistance Adhesion ASTM D4060 ASTM D4541 (Steel) ASTM D7234 (Conoete) <120 mg loss >3,000 psi substrate failure Compressive Strength ASTM D695 10,000 psi Direct Impact Resistance ASTM D2794 80 in. lb Elongation Percentage ASTM D2794 2% Flexural Modulus ASTM D790 670,000 psi Flexural Strength ASTM D790 12,000 psi Hardness, Shore D ASTM D2240 75 Humidity Resistance ASTM D4585 Pass Severe Wastewater Analysis Test Tensile Strength ASTM G210 Pass ASTM D638 7,300 psi Water Vapor Transmission ASTM D1653 0 gms/m2 (24 hours) Third party testing available upon request. www.sherwin-williams.com/protective continued on back SHERWIN WILLIAMS. Protective Marine Coatings Revised: June 9 2021 SF Certified to NSF/ANSI 61 DURA-PLATE®6000 REINFORCED EPDXY PART A PART B PART B B62W710 WHITE B62V710 OFF WHITE HARDENER B62BV710 BLACK HARDENER PRODUCT INFORMATION RECOMMENDED SYSTEMS Dry Film Thickness / ct. Mils Concrete & Masonry: Primer (optional for below grade structures to reduce out gassing potential and required for above ground open top structures to reduce outgassing potential): Corobond 100 or Resuprime MVT 1 ct. Dura-Plate 6000 60.0-125.0+** (1,500-3,125) or 1 ct. Dura-Plate 2300 as needed to fill surface imperfections 1 ct. (Optional) Primer as defined above 1 ct. Dura-Plate 6000 60.0-125,0+" (1,500-3,125) **Refer to NSF website for product restrictions or recommendations on dry film thickness, reducer restrictions and cure times. Contact your Sherwin-Williams Representative for other available primer options. Steel: 1 ct. Dura-Plate 6000 20.0 (500) Non -NSF Applications onixq Concrete & Masonry, Immersion Thick Film / Severe Service*: 1 ct. Macropoxy 5000 (Clear) - 400-500 sq ft/gal 1 ct. Dura-Plate 6000 80.0-250.0 Or Dura-Plate 6000 Mortar 125.0-500.0 (9.8-13.0 m2/L) (2000-6250) (3125-12500) Concrete & Masonry, Immersion Medium Film / Moderate Service*: 1 ct. Macropoxy 5000 (Clear) - 400-500 sq ft/gal (9.8-13.0 m2/L) 1 ct. Dura-Plate 6000 40.0-80.0 (1000-2000) "consult your Sherwin-Williams representative for immersion suitability The systems listed above are representative of the product's use, other systems may be appropriate. DISCLAIMER The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin- Williams representative to obtain the most recent Product Data Information and Application Bulletin, TRM.116 SURFACE PREPARATION Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion. Refer to product Application Bulletin for detailed surface prepara- tion information. Minimum recommended surface preparation: Iron & Steel: SSPC-SP10/NACE 2, 3 mil (75 micron) profile Concrete & Masonry: SSPC-SP13/NACE 6 or ICRI No. 310.2R CSP 3-5 Ductile Iron Pipe: Atmospheric: Buried & Immersion: Cast Ductile Iron Fittings: NAPF 500-03-03 Power Tool Cleaning NAPF 500-03-04 Abrasive Blast Cleaning NAPF 500-03-05 Abrasive Blast Cleaning Surface Preparation Standards Condition of ISO 9501-1 Surface BS7079:A1 SSPC NACE White Metal Sa 3 SP 5 1 Near White Metal Sa 2 5 SP 10 2 Commercial Blast Sa 2 SP 6 3 Brush -Off Blast Sa 1 SP 7 4 Rusted C St 2 SP 2 Hand Tool Cleaning Pitted & Rusted 0 St 2 SP 2 Rusted C St 3 SP 3 Power Tool Cleaning pitto & Rusted n SLa ap,1 TINTING Do not tint. APPLICATION CONDITIONS Temperature: Air & Surface: 35°F (1.7°C) minimum, 150°F (66°C) maximum Material: 77°F (25°C) minimum, 150°F (66°C) maximum At least 5°F (2.8°C) above dew point Refer to product Application Bulletin for detailed application information. ORDERING INFORMATION Packaging: Part A: 3 gallons (11.3L) in a 5 gallon (18.90 container, 5 gallons (18.9L) in a 5 gallon (18.9L) container Part B: 1.5 gallons (5.7L) in a 2 gallon (7.6L) container, 5 gallons (18.9L) in a 5 gallon (18.9L) container Weight: 10.45 lb/gal ; 1.25 Kg/L, mixed, White SAFETY PRECAUTIONS Refer to the SDS sheet before use. Published technical data and instructions are subject to change without notice, Contact your Sherwin-Williams representative for ad- ditional technical data and instructions. WARRANTY The Sherwin-Williams Company warrants our products to be free of rnanu L-rn-EfTur- ing defects in accord with applicable Sherwin-Wiltiams quality control procedures. Liability for products proven defective, ifany, is limited to replacement of the dofec- tive product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams, NO OTHER WARRANTY OR GUARANTEE OE ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER- CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, www.sherwin-williams.com/protective SHERWIN WILLIAMS Revised: Diu Protective Marine Coatings 202 Certified to NSF/ANSI 61 DURA-PLATE® 6000 REINFORCED EPDXY PART A PART B PART B APPLICATION BULLETIN SURFACE PREPARATIONS Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion. Iron & Steel: Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. The substrate shall not contain soluble salt concen- trations in excess of 3 ppm for chlorides, 5 ppm for nitrates, and 10 ppm for sulfates. Surface with soluble salt concentrations in excess of these values shall be cleaned until satisfactory results are obtained. Minimum surface preparation is Near White Metal Blast. Cleaning per SSPC-SP10/NACE 2. Blast clean all surfaces using a sharp, angular abrasive for optimum surface profile (3 mils / 75 microns). Remove all weld spatter and round all sharp edges. Prime any bare steel the same day as it is cleaned or before flash rusting occurs. Concrete and Masonry: For surface preparation, refer to SSPC-SP13/NACE 6, or ICRI No. 310.2R, CSP 3-5, Surfaces should be thoroughly clean and dry. Concrete and mortar must be cured at least 28 days @ 75°F (24°C). Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement and hardeners, Fill bug holes, air pockets and other voids with Steel -Seam FT910. Ductile Iron Pipe, Atmospheric Service: Minimum surface preparation is Power Tool Clean per NAPF 500 03-03. Remove all oil and grease from surface by Solvent Cleaning per NAPF 500-03-01. Ductile Iron Pipe, Buried and Immersion Service: Minimum surface preparation is Abrasive Blast Cleaning per NAPF 500-03-04. Ductile iron pipe external surfaces, in some cases, can be damaged by excessive abrasive blast cleaning beyond this standard. Remove all oil and grease from surface by Solvent Cleaning per NAPF 500-03-01. Ductile Iron Fittings: Minimum surface preparation is Abrasive Blast Cleaning of Cast Ductile Iron Fittings per NAPF 500-03-05. Remove all oil and grease from surface by Solvent Cleaning per NAPF 500-03-01. Follow the standard methods listed below when applicable: ASTM D4258 Standard Practice for Cleaning Concrete. ASTM 04259 Standard Practice for Abrading Concrete, ASTM D4260 Standard Practice for Etching Concrete. ASTM F1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete. SSPC-SP13/NACE 6 Surface Preparation of Concrete. ICRI No. 310.2R Concrete Surface Preparation. Surface Pration Standprdgt Condition of ISO 6501-1 Surface BS7079:A1 SSPC NACE Mute Metal Sa 3 SP 5 1 Near While Metal Sa 2,5 SP 10 Commercial Blast Sa 2 SP 6 Bush-06 Blast Sa 1 SP 7 Rusted C St 2 SP 2 Pitted & Rusted D St 2 SP 2 Rusted C St 3 SF' 3 Pitted_ & 9 usLe r1 St 3 sal.. Hand Tool Cleaning Power Total leatwwna 2 3 4 B62W710 WHITE B62V710 OFF WHITE HARDENER B62BV710 BLACK HARDENER TRM.116 APPLICATION CONDITIONS Temperature: Air & Surface: Material: 35°F (1.7°C) minimum, 150°F (66°C) maximum 77°F (25°C) minimum, 150°F (66°C) maximum At least 5°F (2.8°C) above dew point APPLICATION EQUIPMENT The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer. Any reduction must be compliant with existing VOC regulations and compatible with the existing environmental and application conditions. Application requires a hopper feed or direct immersion delivery of mixed materials. Changes in pressures and tip sizes may be needed for proper spray characteristics. Reduction .............„„..,,,.,..Not recommended Clean Up ..........................MEK Airless Spray Pump ................. ..........70:1 or larger Pressure.„........m.............4,000-5,000 psi Hose...............................1 /2" Tip...................................023"-.025" Gun ................................Mastic or High Flow Gun Product Temperature precondition material to 77-85°F (25- 29°C) Filter remove all filters Plural Component Equipment Pump 70:1 proportionerwith in -line heaters, 2:1 lowers and hose bundle configuration Pressure 4,000-5,000 psi at tip/gun Heated Hose Bundle 1/2" PartAx 3/8" Part B Mix Manifold 2 x 6" static mixers directly attached Integrated Hose 3/8" x 50 ft. max with in -line 6" clean- up static mixer (do not recommend 1/4" whip end) Gun ..... ..........................Mastic or High Flow Gun Heat Requirements Part A: 110-130°F (43-54°C), Part B: 110-130°F (43-54°C), Hose Bundle: 130°F (54°C) Filter remove all filters Brush and Roll for small areas only If specific application equipment is not listed above, equivalent equipment may be substituted. www.sherwin-williams.com/protective continued on back To touch: To handle: To recoat: minimum: maximum: Cure to service: SHERWIN WILLIAMS. Protective Marine Coatings Revised: June 9, 2021 Certified to NSF/ANSI 61 D U RA -PLATE° 6000 REINFORCED EPDXY PART A PART B PART B APPLICATION BULLETIN APPLICATION PROCEDURES Surface preparation must be completed as indicated. Mixing Instructions: pre -mix each individual component with mechanical agitation (drill and mixing blade - Jiffy mixer ES or equivalent). Pour Part A (2 parts by volume) in with Part B (1 part by volume)) and mechanically agitate for 3 minutes minimum until uniform and homogenous; without Introducing excessive air. Cut - in periodically from container wall and bottom to avoid unmixed material. Apply paint at the recommended film thickness and spreading rate as indicated below: Recommended Spreading Rate per coat Minimum Maximum Wet mils (microns) 20.0 (500) 125.0+ (3,125) Dry mils* (microns) 20.0 (500) 125.0+' (3,125) —Coverage sq ft/gal (m2/L) 13 (0.3) 80 (2.0) Theoretical coverage sq ft/gal (m2/L) @ 1 mil / 25 microns dft "Consult systems guide on second page for specific concrete and steel recommendations. "*Refer to NSF website for product restrictions or recommendations on dry film thickness, reducer restrictions and cure times. NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance 1604 (39.4) Drying Schedule @ 120,0 mils wet (3.000 microns): To touch: To handle: To recoat: minimum: maximum: Cure to service: Pot life: @ 35°F/1.7°C 50% RH 4 hours 12 hours 10 hours 28 days @ 55°F/13°C 50% RH 3 hours 5 hours 5 hours 28 days 10 hours 10 hours not recommended* 1 hour @ 77°F/25°C 50% RH 2 hours 4 hours 5 hours 28 days 10 hours 1 hour It is recommended that the product is kept above 55°F (13°C) for application and mixing, !f maximum recoaf time is exceeded, abrade surface before recoating. D in. time is temperature, humidit , and film thickness dependent. prying Schedule @ 120.0 mils wet (3.000 microns): @ 95°F/35°C @ 120°F/49°C @ 150°F/66°C <50% RH <50% RH <50% RH 2 hours 1,5 hours 1 hour 4 hours 3 hours 2 hours 5 hours 28 days 5 hours 28 days 5 hours 28 days 10 hours 10 hours 10 hours Pot life: 40 minutes 40 minutes 10 minutes If maximum recoat time is exceeded, abrade surface before recoating. Drying time is temperature, humidity, and film thickness dependent. Application of coating above maximum or below minimum recommended spreading rate may adversely affect coating performance. B62W710 WHITE B62V710 OFF WHITE HARDENER B62BV710 BLACK HARDENER TRM.116 PERFORMANCE TIPS When using spray application, use a 50% overlap with each pass of the gun to avoid holidays, bare areas, and pinholes. For high build applications a crosshatch spray technique is best. Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profile, roughness or porosity of the surface, skill and technique of the applicator, method of application, various surface irregularities, material lost during mixing, spillage, over thinning, climatic conditions, and excessive film build, No reduction of material is recommended, as this can affect film build, appearance and performance. Brush and roll application may be used for stripe coating, touch up, and small jobs where spraying may not be conducive however this may require multiple coats to acheive target mil thickness. Premix each individual component prior to application. Pre-condltioning of material to between 77-85°F (25-29°C) is required and will aid in lower pressure needed for atomization and a smoother overall finish, For Mortar Applications (Lining and Resurfacing): Clean, dry 20/40 mesh sand may be used at a mix ratio of 1:1 by volume or approximately 12 ibs/gallon. For Immersion Service Of required Holidaytest in accordance with ASTM D 5162 for steel, or ASTM D 4787 for concrete. When applying or repairing Dura-Plate 6000 in multiple coats, the surface should be checked for amine blush prior to applying the next coat or repair. Refer to Product Information sheet for additional performance characteristics and properties. CLEAN UP INSTRUCTIONS Clean spills and spatters immediately with MEK. Clean pump, hose, and gun by flushing system with MEK. Where possible, slowly recirculate MEK until to remove any remaining glass flake from areas it could collect inside the pump, yWash tools immediately after use with MEK. Follow manufacturer's safety recommendations when using any solvent. SAFETY PRECAUTIONS Refer to the SDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions, DISCLAIMER The informatdon and recommendations set forth in this. Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication, Consult your Sherwin- Williams representative to obtain the most recent. Product Dala Information and Application Bulletin, WARRANTY The Sherwin WilliamsCompany warrants ourproducts tobe free of manufacturing defects in accord with applicable Sherwin-WilliamIlly control procedures.. Liability for products proven defective, it any, islimitefl to replacement of the de- fective product or the refund of the purchase price paid for the defective product. as determined bySherwin-WY illiams, NO OTHR WRRANTY OR GUARANTEE OF Y OPERATION OF LAW ORIOTTHERWISE, IINCLUUDING OR IMPLIED, MER- CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, www.sherwin-williams.com/protective ^ SHER � I ~ .LL' S THE SHERWIN-WILLIAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE Introduction This concrete surface preparation guideline io provided mumnaide toowners, design profeaa|ona|m, specifiers and contractors. All surfaces receiving anapplication mfthin film, medium film, high build linings, laminate ormortar systems must be structurally aound, clean and dry. Proper surface preparation is an extremely important factor in the immediate and long- termuucueoafu|parfornnmnceofapp|iadcoaUng and lining systems. The contractor responsible for the installation of the lining/coating avobsnn shall provide m substrate that is clean, sound, dry and free of surface contaminants. It is the responsibility of the lining/coating installer to ensure that the surface to be coated/lined is properly prepared prior to lining/coating application. Providing the "proper substrate" is the responsibility of the owner, the owner's appointed representative and the concrete contractor, unless specifically stated otherwise. Regardless of responsibility, the steps listed below must be accomplished prior to the placement of a bonded polymer coating and lining system on concrete. Proper Surface Preparation Proper surface preparation includes the following: 1. Inspection ofthe concrete substrate 2. Removal and replacement mfnon-durable concrete 3. Decontamination ofthe concrete surface 4. Creation ofsurface profile 5. Repair ofsurface irregularities Inspection ofthe concrete substrate iacritical hodetermine its general condition, aoundneoa, the presence of contaminants, presence of moisture vapor enniea|ono and the best methods to use in preparation of the surface to meet the requirements of the owner orthe owner's appointed representative. Aproper evaluation will lead tnthe selection of the proper tools and equipment to accomplish the objective. 2, Removal and replacement ofnon-durable concrete must beaccomplished prior to installation ofthe polymer system. Localized weak ordeteriorated concrete must be removed from sound concrete and replaced with Sherwin-Williams' or A.W Cook cmnmenUUousorpolymer concrete repair mortars. Large areas ofconcrete failure are best served byanengineered concrete mix design specified bythe owner's representative. 1_ Decontamination of the concrete surface requires the removal of oils, grease, wax, fatty acids and other contaminants, and may be accomplished by the use of detergent scrubbing with o Sherwin-Williams cleaner and de8naaamr. low pressure water cleaning (less than 5.O0Opai\.steam cleaning, orchemical cleaning. Rinse thoroughly toachieve afinal surface pH>S.O. Refer toAGTK8O4262. The success ofthese decontamination Water & Wastewater Concrete Surface Preparation Guido.dow Revised June 2019 Page 1of9| ��~� HER I -,'ILL&A8, S. THESHERWUN-WIL0AMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE methods |edependent upon the depth ofpenetration ofthe contaminant. |nareas where the contaminants cannot be removed, the contaminated concrete must be removed and replaced as in 2 above. CAUTION: Decontamination methods that introduce large amounts of water may contribute to moisture related problems as referenced in Appendix A. Proper pH levels must be tested using pH meters, pH paper or pH pencils toensure asurface pHmf>S.0. 4_ SSPC-SP13INACE #6 Surface Preparation of Concrete Standards shall be used in conjunction with surface profile details provided /n /CRYTeohn|co| {3u|da|ino No 310.2R. Creation of surface profile can be accomplished by a number of methods, each utilizing a selection of tools, equipment and materials to accomplish the intended purpose (oam Methods of Surface Preparation be|ow). Selection iadependent upon the type of surface tobeprepared and the type ofsystem tobeinstalled. |naddition, floors, walls, ceilings, trenches, tanks and sumps each have their own particular requirements. The type and thickness of the selected polymer system also plays an important no|a in the selection process. Regardless ofthe method selected ortools employed, vxmmust provide asurface that will accept the application ofpolymer-based products and allow the mechanical bond of the polymer securely to the concrete. The type of service to which the structure will be subjected will also help to define the degree of profile required. The surface profile is the measure of the average distance from the peaks of the surface tothe valleys aaseen through across sectional view ofthe surface ofthe concrete. This dimension is defined pictorially and through physical samples in the ICRI Technical Guideline No 310.2R, and is expressed as a Concrete Surface Profile number For Sherwin-Williams' Thin Film Linings up to 20 rnih; dft. the surface profile ohoU be CSP 2 to 3, typically accomplished through decontamination of the concrete surface as defined in 3 above, followed by acid etching, grinding, light dry/wet obnyeixe b|oot|n8. light shot blast orWater Jetting. Water & Wastewater Concrete Surface �PreparatmoGuido.do ............. Revised June 2019 Page 2of9\� i,oj ni' THE SHERW|N-WILLIAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE For Sherwin-Williams' N1ed|unn Film Linings up to 40 nni|u dft. the surface urwf|m shall beC8P3to5.typically accomplished through decontamination ofthe concrete surface aodefined in3above, followed bvlight dry/wet abrasive blasting, light to medium shot blast, light scarification orvvmte jetting. For Sherwin-Williams' Laminate Linings and Self -Leveling Mortars, the surface profile shall be CSP 4 to 6, typically accomplished through decontamination of the concrete oadefined in 3mbnve. followed bvdry/wet abrasive blasting, light ooarifioation, medium shot blast, medium scarification orwater-jetting. � For Sherwin-Williams' Repair Mortars, Polymer Reinforced Mortars and Mortar Laminates, the surface profile shall beCSP5b»S.These are typically accomplished through decontamination of the concrete as defined in 3 above, followed by medium shot blast, medium scarification, heavy dry/wet abrasive blast, ocobb|ed.heavy scarification orvvoterjmbing. For Sherwin Williams High Build Ultra High 8m|ida Lininge, whether direct to concrete or|nconjunction vvdhanoffgaeeingraducUonphnner,0heeurfaueprof|a shall bmCGP3tm5. typically accomplished through decontamination ofthe concrete surface as defined in 3 above, followed by light dry/wet abrasive blasting, light to medium shot h|mot. light scarification orxvmte jetting. After cementitious repair mortars have sufficiently cured the surface shall be sweep blasted as per SSPC Spl 3/NACE #6 to create the recommended surface profile as listed above prior to the application of the coating/lining ayetmrn. *The exception yathis rule iswhen using Sherwin Williams DmraPlate 2300 CemnentitiwmxWater-,0msed Epoxy Mortar. Dwmm_Platt2300 does not require m sweep blast prior &xapplication wfnrimexvmr linings. � For specific applications, always consult 8henwn-VVU|ema Product Data Sheets and Installation Procedures or contact your local Sherwin-Williams Industrial & Marine Representative. 5, of surface irregularities including, bu0ho|eo.honeycombs, voids, exposed aggregate from chemical Vrbio0enicsulfide attamk, opaUs, oracko, deteriorated joints, slopes, areas near transition zones, must berepaired prior tothe placement ofthe polymer system. For treatment of cracks and joints refer to the section below entitled Crack Isolation. For additional questions, contact your local Sherwin-Williams Industrial & Marine Representative. 0. When substantial deterioration of the concrete surface has occurred, fully or partially exposing the large aggregate of the concrete the surface should be prepared and cleaned as per instructions above and fully parge coated with an appropriate mortar Water & Wastewater Concrete Suriace — -- prepmrubonGoNo.doc � Revised June 2019 Page 3of9�� ' HER 1 &LIA 'S. THE SHERWIN-WILLIAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE repair material. The repair material shall be selected based on the thickness of material required to return the surface toapproximate original plane. Deep repairs may require successive lifts of materials capable of filling deep voids. A guide to material application thickness ieaafollows; Sherwin Williams Oura-P|ate23UO-Feather Edge upto1/2"per Lift A.VVCook CamtecThin Patch orTPK8-TP—Up0my2"per Lift A.VVCook CemdecW1GW1(yNicpoaU|ooyNmdah-%^to2^per Lift A.VVCook Rapid Grade Vertical —1/8^to2^per Lift °A.N/Cook Cementitioua Repair Mortars are Fully Endorsed bvSherwin Williams to be used under all Sherwin Williams Linings and coatings. All testing and applicationsmf A.N/Cook Repair Mortars have been fully vetted and tested mscompatible with Sherwin Williams products. NmSubstitutions will beallowed unless expressly indicated /nwriting byanapproved Sherwin Williams Technical Representative. Methods mfSurface Preparation As per SSPC-SP1 3/NACE #6 and ICRI Guideline 310.2R depending upon the condition of the ooncreb*, one or more methods of surface preparation may be required. It is oonnnnmn for decontamination to precede mechanical preparation, and if necessary, a second decontamination to follow. The preferred methods for creating a surface profile, including the nanlmva| of dirt, dust, |aitanmy and curing compounds, is steel shot blasting, abrasive (sand) blasting or scarifying. The steel shot blasting or vacuum blasting process is commonly referenced by equipment brand names, such as, B|oatnac.Vaou-B|aot.8hot-B|aot.etc. Vertical and overhead surfaces, such mocove base, wall, and ceiling surfaces shall be prepared utilizing methods of grinding, scarifying, abrasive (sand) b|oetin0, needle sco||ng, high pressure water jetting (5.000 to45'OOO psi), or vertical steel shot b|ooUn8. CAUTION: The use of high pressure water jetting will introduce large amounts ofwater, which may contribute to moisture no|mtmd problems aareferenced in Appendix A. Surfaces to receive the bonded polymer system must be inspected after the surface is prepared toinsure that the substrate insound and structurally durable. Areas found tobeunsound or non -durable must beremoved and replaced amdescribed in2above. Dust orother deleterious substances not removed after the initial surface preparation must be vacuumed, leaving the surface dust free and clean. Other surfacpreparation methods are referred toinAdditional Surface Preparation References otthe end ofthis section. Water& Wastewater Concrete Surface _Pnpam|ion(}uNodoc � Revised June 2019 Page 4 of 9 THESHERW|N-WILUAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE Crack Isolation The performance offlexible coating systems and epoxy linings such aoShmnw|n-WiUiarne/Poly- Cote 115, Oura-Plate01DU. Oun*P|ate0O8Uand Ouna-Plate UH8, requires relatively uniform dry film thickness toresist drying shrinkage and thermal movement of the concrete while maintaining oseamless bridge orseal over the concrete. Therefore it|ecritical that all mortar splatter, protrusions, ridges, penetrations, orsharp projections intheourfaomoftheomncra1oUe ground smooth nrotherwise made smooth inaddition tothe normal surface preparation outlined above. Prior to application of a flexible coating system or an epoxy lining material, control/contraction joints, construction joints, and cracks should be filled with the appropriate specified cennenUtimua repair mortar. Static surface cracks shall bov-gruovedand [wUyvacuummcleaned prior tn repairing with mortar. The entire surface area should then receive the specified lining/coating system complete with surface preparation. When the lining material is anepoxy material the Isolation and/or expansion joints and potentially active cracks shall be honored through the system and final sealed using a Po|you|fidm Sealant material. When the lining material ioaflexible material the |mn|mdmn and/or expansion joints or potentially active cracks shall be prepared and primed with the specified ovmtenn primer. Potentially active cracks shall be v-grooved and vacuum cleaned. After the primer has sufficiently cured the joint shall be filled and struck flush orslightly concave with a po|you|fideorpolyurethane joint sealant. Once the joint sealant material has sufficiently muned/dr|md, apply a4^-8" bond breaker material centering the tape along the joint/crack. The flexible lining material can then be applied in m monolithic manner on all surfaces including coating the bond breaker tape. Additional Reinforcement Additional strength reinforcement can baobtained over cracks and joints bvennbedd|n0o4.5oo Fiberglass detail scrim into the lining nnmtehoi The scrim must bafully wetted and have enough ||n|nQ nnatehm| an o top coat to fully bury the scrim profile. Always follow details in accordance with the plans and specifications of an architectural or engineering design professional for the type of structure being considered. Installation of Transition 45"Cantor1^RadiuoTransiUonCoveoanerequ|redataU9O°V\aUtoVVaU.Fkoor0nVVmUand Pipe Penetration Transitions for all immersion linings. The cove detail can be built using one of the Sherwin Williams approved repair mortars orSherwin Williams 8bam| Seam FTS1O 100Y6 Solids Epoxy Filling and repair compound. Terminations High Build 100% Solids Epoxy or Elastomeric Polyurethane lining systems shall be terminated Water & Wastewater -- -' ' Concrete Surface PreparutionGoide.doc Revised June20|9 Page 5 of 9 HE � 0~0"ILL8A, S- TwE SHERWIN-WILLIAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE into aminimum Y4' x '/4" Saw Cut whenever termination ofthe system occurs. This includes partially coated walls, around fixed brackets and other stationary components that cannot be removed for application. It is recommended that after lining installation is complete and sufficient dry/curing ofthe lining material |machieved that the termination detail bafinished with obead ofPo|ynu|fidesealant ooafinal measure ofprotection. NOTE: Sherwin-Williams' nvmNenna can be applied to a variety of substrates if the substrate is properly prepared. Preparation ofsurfaces other than concrete orsteel, such mewood, concrete b|ook, brick. quarry tile, glazed 1i|e, cement terrazzo, vinyl composition tUe, plastics and existing polymer systems, can be accomplished to receive bonded polymer sealers, coatings, or toppings. For questions regarding a substrate other than concrete or steel, or a condition not mentioned in this Qu|dm|inm. contact your Sherwin-Williams Industrial & Marine Representative. Water & Wastewater Concrete Surface Preparation Guide.doc Revised June 2019 Page 6of91 k SHER V ~ILLIA S. TmESHERWIN~WILLIAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE ^Additional Surface Preparation |References Important and relevant information pnsurface preparation of concrete is available by referencing the following codes, standards, and guidelines. S8PC The Society for Protective Coatings M0DTrumbull Drive Pittsburgh, PA152O5 NACE National Association ofCorrosion Engineers P.C).Box 21834U Houston, Tx77218-834O 281-492-0535 |CR| a. SSPC-SP 13/NACE No 6 Surface Preparation of Concrete |CR/—International Concrete Repair institute 318OS.River Rd,Suite 132 OaoP|o|nma.U00O18 a. Technical Guideline No.31O.2F{."Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Oxedays.^ Includes visual standards 0oact aemguide indefining acceptable surface profiles for the application ofindustrial coatings and polymer floor toppings. t` Technical Guideline No. 310.2R."Guide for Surface Preparation for the Repair ofDeteriorated Concrete Resulting from Reinforcing Steel Corrosion." A8TM American Society for Testing and Materials 1D0Barr Harbor Drive West Conshohocken, PA18428-2959 (010)882'9585 m. A8TMO425O"Practice for Surface Cleaning Concrete for Coating" b. ASTK8O42O0"Standard Practice for Acid Etching Concrete" b. A8TK8 D 4261 "Practice for Surface Cleaning Unit Masonry for Coating" C. AGTN1C)42O2"Test Method for pHofChemically Cleaned orEtched Concrete Surfaces" �Water & Wastewater Concrete Surface �Preparation(}oide.dou Revised June 2019 Page 7 of 9 l[HESHERWIN~WILLiAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE Appendix Testing for Moisture Vapor Emission from Concrete Excess moisture inconcrete can produce harmful effects ofdiscoloration, interruption of the polymerization mfproducts, and dm|ann|ncd|mnofbonded systems. Sources ofmoisture fall into three distinct categories: 1) Moisture present at the surface prior to application, 2) Moisture within the concrete that attempts to escape during and after application, and 3) a distinct source of moisture in intimate contact with the concrete that provides a continuous supply of moisture. Avoiding moisture related problems and understanding the options available for rmnned|aUon once they occur isimportant. Detecting moisture in concrete may be accomplished by employing a number of methods briefly described below. /4S7MF2Y7ORelative Humidity Method, Hygrometer Test - This method uses |neituprobes, and states "the concrete is considered dry when the relative humidity falls to 75%." Test -This test measures electrical resistance of the concrete and |e dependentnot only on the moisture content of the concrete but also on the other constituents of the concrete. Calibration of the naouKe obtained with this method relies on knowing the mix design of the concrete and the raw material used. At best it is a difficult interpretation. Radio Method-Thio method relies on portable electronic moisture meters that transmit strong radio waves that are absorbed by water. Calibration ofthe results obtained with this method relies on knowing the mix design mfthe concrete and the naxx material used. Test - This destructive test tells us nothing about the relative movement of moisture out of the concrete. It only quantifies that the portions of concrete removed and tested contain a measured content of moisture. ^437MDY864 - This destructive method requires removal of cores of concrete to a minimum depth of two inches to determine their moisture content. This method only defines existing moisture content of the sample and cannot address moisture vapor transmission. AGlMD4263, Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method - This qualitative method will indicate the presence of moisture movement, but it will not quantify the amount ofmoisture movement and ioonly useful |ndetermining that additional testing is required. A8TMF/@69, Standard Test Method for Measuring Moisture Vapor Emission Rate ofConcrete 8ubhoorUsing Anhydrous Cek/iuxnChbxi/aMo8tu/eE/nisnionoTeat-[)riginaUydmve|opedby the Rubber Manufacturers Association, Moisture Vapor Test Kits (available through Sherwin- Williams) use anhydrous calcium chloride to make a quantitative evaluation of vapor emissions Water & Wastewater Concrete Surface Revised June 2019 Page 8 of 9 HER I ~, ILL&A S. THE SHERWIN-WILLIAMS COMPANY WATER & WASTEWATER CONCRETE SURFACE PREPARATION GUIDE from the concrete. Todetermine the amount ofmoisture movement, the floor and surrounding environment must beinthe anticipated service condition. The test must beconducted over raw exposed concrete, which has been exposed to the environment for at least 24 hours. A quantitative evaluation is conducted wherein the anhydrous calcium chloride container and contents are pre -weighed on o gram oom|e. allowed to namm|n in their container with the lid removed, and the container placed under a sealed dome to prevent loss of moisture for a period of6Oto72hours. Three tests are required for the first 100Usquare feet, with one additional test for every 1000 square feet or fraction thereafter. The container is removed and again weighed on m gram auo|e to determine the weight gain of the anhydrous no|c|umn chloride. A calculation is performed to determine the amount of moisture adsorbed. These results are quantified as the rate of moisture vapor transmission expressed as pounds per 1000 square feet of surface area per 24hours. Sherwin-Williams has adopted a commonly accepted value for application of polymer coatings or toppings to be not more than 3 pounds of moisture per 1,000 square feet per 24hrs. Moisture content and moisture movement are merely snapshots in time of dynamic conditions within the concrete. Moisture vapor movement is dependent upon the relationship between temperature and humidity mf*the two adjacent environments ofinternal concrete and external air surrounding the concrete. Any change in temperature and/or moisture content ofeither will result in a change in vapor pressure and the attempted movement of moisture vapor into or out ofthe concrete aareferenced below: When the air temperature around the concrete is higher than the temperature within the concrete, moisture will attempt to move out of the concrete toward the area of higher temperature. � When the humidity in the air surrounding the concrete is lower than the humidity within the ooncrata, moisture will attempt to move out of the concrete toward the area of lower When there is air movement over the surface of the concrete, moisture will attempt to move out of the concrete toward the area of air movement. For these reasons, it is important to measure the temperature and relative humidity during the haat period. Moisture Vapor Test Kit values will not be useful in predicting possible problem areas unless the tests are conducted in the environment in which the structure will be used. The air temperature and humidity around the concrete during the test should be the same air temperature and humidity that will be in place during the useful life of the structure. Your Sherwin-Williams Industrial &NYmrine Representative should be contacted immediately ifthere are any questions concerning the use of the test kits or interpretation of the results. Water & Wastewater Concrete Surface Revised June 2019 Page 9 of 9 The Public Health and Safety Organization NSF Product an Se ce Listings These NSF Official Listings are current as of Thursday, January 20, 2022 at 12:15 a.m. Eastern Time. Please contact NSF to confirm the status of any Listing, report errors, or make suggestions. Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information by clicking on the below link for the most accurate information: hitp://info.nsf, org/Certified/PwsComponents/Listings.asp?Comp.any=46810&Standard=061& NSF/ SI/C 61 rin ng ater Syste Co ponents - ealth E ects NOTE: Unless otherwise indicated far Materials, Certification is only for the Water Contact Material shown in the Listing. Click here for a list of th gs. Click here for the definitions of Water Contact Temperatures denoted in these Listings. Sherwin-Williams Company 101 Prospect Avenue Cleveland, OH 44115 United States 773-821-3420 Facility : Victorville, CA Trade Designation Coatings - Tank Dura-Plate UHS[i] Protective (Barrier) Materials Water Contact Size Restriction > = moo gal. Water Water Contact Contact Temp Material CLD 23 EPDXY [1] Colors: B62H210 gold (primer), B62L210 blue (primer), B62V210 hardener, B62W210 white (topcoat), B62W212 ultrawhite (topcoat), B62HW0211 Tannery (topcoat). Number of [oats: 2 Sequence of [oats: Primer, topcoat Maximum Field Use Dry Film Thickness (in mils): Primer 10, topcoat 14 ' Maximum thinner: S% Acetone (used with topcoat only) Recoat Cure Time and Temperature: 16 hours at 770F Final Cure Time and Temperature: 4 days at 770F Special Comments: Up to 1.5 fl oz of 844-5558 Green Colorant, AI-9434 Green Colorant, or AI-3738 Black Colorant may be added to S gal. of mixed product' Mix ratio of Part A:Part B is 4:1 by volume. Colors: B62W210 White (topcoat), B62V210 (hardener), B62W212 ultrawhite (topcoat), B62HW0211 Tannery (topcoat). Number of Coats: 1-3 Maximum Field Use Dry Film Thickness (in mils): 50 Recoat Cure Time and Temperature: 16 hours at 770F Final Cure Time and Temperature: 4 days at 77°F Special Comments: Up to 1'5 fl oz of 844-5558 Green Colorant, A[-9434 Green Colorant, or A[-3738 Black Colorant may be added to S gaI' of mixed product' Mix ratio of Part A:Part B is 4:1 by volume. Coatings 'Pipe [l] >=3o" CLDo3 H9OXY Colors: 862H210 gold (primer), B62L210 blue (primer)' B62V210 hardener, B62W210 white (topcoat), B62W2I2 ultrawhite (topcoat), B62HW0211 Tannery (topcoat). Number of Coats: 3 Sequence of [oats: Primer, topcoat Maximum Field Use Dry Film Thickness (in mils): Primer 10, topcoat 14 Maximum thinner: 5% Acetone (used with topcoat only) Recoat Cure Time and Temperature: 16 hours at 770F Final Cure Time and Temperature: 4 days at 770F Special Comments: Up to 1'5 fl oz of 844-5558 Green Colorant, A[-9434 Green Colorant, or AC-3738 Black Colorant may be added to S gaI' of mixed product' Mix ratio of Part A:Part B is 4:1 by volume. Colors: B62W210 White (topcoat), B62V210 (hardener), B62W212 ultrawhite (topcoat), B62HWg211 Tannery (topcoat). Number of [oats: 1-3 Maximum Field Use Dry Film Thickness (in mils): 50 Recoat Cure Time and Temperature: 16 hours at 770F Final Cure Time and Temperature: 4 days at 770F Special Comments: Up to 1'5 fl oz of 844-5558 Green Colorant, A[-9434 Green Colorant, or A[-3738 Black Colorant may be added to 5 gal' of mixed product. Mix ratio of Part A:Part B is 4:1 by Facility: Moline, IL Protective (Barrier) Materials Water Water Water Contact Contact Contact Trade Designation Size Restriction Temp Material Coatings 'Pipe DPWDltrm[U >~48" C/.BOI PUR Corroco1eII9W[z] >~78" D.}{OT PlJR CorrocotoIIPW(AM)[z] >~78" D.BOI 9lJBL CurropipoDPW[2] >~z0" CLDo3 9lJBL CorropipnlIPW(AM)[2] >~10" CLD23 9lJIl Colors: Off -White, Medium Gray Number of [oats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Film Thickness (in mils): 80 Maximum Thinner: None Final Cure Time and Temperature: 48 hours at 75F Special Comments: Mix ration of Part A to Part B is 1:1' [2] Colors: Off -White, Medium Gray, Safety Blue, Light Blue Number of [oats: l Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Thickness (in mils): 60 Maximum Thinner: None Final Cure Time and Temperature/ S days at 72F Special Comments: Mix ration of Part A:Part B is 1:1 by volume' []] Number of Coats: l Maximum Field Use Dry Film Thickness (in mils): 60 Maximum Thinner: None Final Cure Time and Temperature: 7 days at 70"F Special Comments: Spray application using a plural component heated airless spray unit' Mix ratio of Part A to Part B is 1:1 by volume. commiogs-rmnk C000cnteIIPW[1] D. HOT PUR CorrooutmII9W(AM)[z] >~3o'000gal. D.BOI yDR CorropipeII9W(FB)[z] >~3oogal. CLDo3 PlJR CnrcnpipelI9W(F0)AM[o] >~ 300 gal. CLD 23 PlJIl [1] Colors: Off -White, Medium Gray Number of [oats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Film Thickness (in mils): 80 Maximum Thinner: None Final Cure Time and Temperature: 48 hours at 75F Special Comments: Mix ration of Part A to Part B is 1:1' [2] Colors: Off -White, Medium Gray, Safety Blue, Light Blue Number of Coats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Thickness (in mils): 60 Maximum Thinner: None Final Cure Time and Temperature: 5 days at 72F Special Comments: Mix ration of Part A:Part 8 is 1:1 by Facility: Andover, KS Protective (Barrier) Materials Trade Designation Coatings 'Pipe Duza-Plate2359W111 Duru-PlatelJ}{8[2] SborPlatu9W[3] 0berIlutm9W[5] Tank Clad B8Epoxy Low Temp Bundeocr[6] Water Water Water Contact Contact Contact Size Restriction Temp Material CLD23 EPDXY CLD23 EPDXY CLDu3 EPDXY CLD23 EPDXY CLD23 EPDXY [1] Colors: 867W%235 Off -White, 867HX235 Buff, B67RX235 Red, B678X335 Black, B67LW236 Blue, B67HX236 Light Buff Number of [oats: 2 Sequence of coats: Any combination of listed colors Maximum Field Use Dry Film Thickness (in mils): 16 Maximum Thinner: 10% Reducer R7K104 Recnat Cure Time and Temperature: 3.5 hours at 25" [ Final Cure Time and Temperature: 7 days at 25" [ Special Comments: Mix ratio of Part A:Part B is 4:1 by volume' Induction time is 15 minutes. [2] Colors: 862H210 gold (primer), B62L210 blue (primer), B6IW212 uItrawhite (topcoat), B62W210 white (topcoat), 862W211 white (topcoat), B62HW03I1 Tannery (topcoat), B62V210 hardener, or 862V211 hardener. Number of [oats: 2 Sequence of [oats: Primer, Topcoat Maximum Field Use Dry Film Thickness (in mils): Primer 10, Topcoat 14 Recoat Cure Time and Temperature: 16 hours at 77°F Final Cure Time and Temperature: 4 days at 770F Special Comments: Up to 1'S fI nz of 844-5558 green colorant, A[-9434 green colorant, or AI-3738 black colorant may be added to 5 gal' of mixed product. Mix ratio of Part A:Part 8 is 4:1 by volume. [ 3 ] [ 5 ] Colors: D62H210 Gold (Primer), B62W210 White (Topcoat), B62W212 UltraWhite (topcoat), B62L210 Blue (Primer), B62W211 White (Topcoat), B62HW0211 Tannery (Topcoat), B62V210 Hardener or B62v211 Hardener Number of [oats: 1 - 3 Sequence of [oats: B62W210 (fur coat I); 8W2W210 or BW2W211 (for coats 3 & 3 if used), BW2k211 or B62HW8211 (for coats 2 & 3 if used) Maximum Field Use Dry Film Thickness (in mils): 50 Recoat Cure Time and Temperature: 16 hours at 770F Final Cure Time and Temperature: 4 days at 770F Special Comments: Up to 1'5 fl oz of 844-5558 green colorant, A[-9434 green colorant, or A[-3738 black colorant may he added to S Qal' of mixed product. Mix ratio of Part A:Part 8 is 4:1 by volume' Colors: Blue, white Number of [oats: 1 - Z Sequence of [oats: Any Maximum Field Use Dry Film Thickness (in mils): 50 for tanks >~ 100 gallons and pipes x~ 1Z^ Maximum Thinner: None Recoat Cure Time and Temperature: 1 hour at 770F Final Cure Time and Temperature: 24 hours at 770F for coating tanks >~ 100 gallons and pipes x~ 12^ Special Comments: Mix ratio of Part A:Part B is 1:1 by volume. [4] Coatings with a 24 hour final cure time are Certified for use on tanks >~ 180 gallons and pipes >~ 12^' Coatings with a 10 day final cure time are Certified for use on pipes >~ 6^' Colors: Blue, white Number of [oats/ 1 - 3 Sequence of [oats: Any Maximum Field Use Dry Film Thickness (in mils): 30 for pipes >~ 6^ Maximum Thinner: None Recoat Cure Time and Temperature: 1 hour at 770F Final Cure Time and Temperature: 10 days at 770F for coating pipes x~ 6^ Special Comments: Mix ratio of Part A:Part 8 is 1;1 by volume' [6] Colors: B63 W80 Sanitary White, B62 L80 Light Blue, B62HW88 Beige Number of [oats: 2 Maximum Field Use Dry Film Thickness (in mils): 16 Maximum Thinner: 10% R2K4 or Reducer No. 4 Recoat Cure Time and Temperature: D hours at 770F Final Cure Time and Temperature: 5 days at 770F Certified for use with B60V85 Low Temp Hardener only. Mix by volume. Coatings 'Tank COROI8ANE@lQADVA9ACoKmoTwo Pack ZiocPrimcr[71 CorntbaomIQulvanuoZinc 9rinuor|gl Doru-Plateu3SPW[z] Dnru-PlateDBS[u] MACBOPDXY@55ool3 MACRO9O}8595SnoPRIMER (IlED)CT 8bcrflatopW[3] Tank Clad BSEpuzy[zo] Tank Clad B8Epoxy Low Temp }{urdaner[6] Zinc Plate Ultra IIPC9[/3l ratio of Part 01 [10] »~lo'000gal. >~z000gal. [ul [//l >~ /oogoJ.1O >=6o,onogal. >~z000gal. [l4] A:Part B is 4/1 CLDu3 CLu23 CLu23 CLDo3 CLD23 CLD23 CLDo3 CLD23 CLDo3 CLDu3 [1] Colors: B67WX235 Off -White, 867H&235 Buff, B67RX235 Red, 867BX235 Black, B67LW236 Blue, Q67HX236 Light Buff Number of [oats: 2 Sequence of coats: Any combination of listed colors Maximum Field Use Dry Film Thickness (in mils): 16 Maximum Thinner: 10% Reducer R7K104 Recoat Cure Time and Temperature: 3'5 hours at 25" [ Final Cure Time and Temperature: 7 days at 250 [ Special Comments: Mix ratio of Part A/Part B is 4:1 by volume. Induction time is 15 minutes' [Z] Colors: B62H210 gold (primer), B62L210 blue (primer), 862W212 uItrawhite (topcoat), B62W210 white (topcoat), 862W211 white (topcoat), B62HW0211 Tannery (topcoat)' B62V210 hardener, or B62V211 hardener' Number of [oats: 2 Sequence of [oats: Primer, Topcoat Maximum Field Use Dry Film Thickness (in mils): Primer 10, Topcoat 14 Recoat Cure Time and Temperature: 16 hours at 770F Final Cure Time and Temperature: 4 days at 770F Special Comments: Up to 1.5 fl oz of 844-5558 green colorant, A[-9434 green colorant, or A[-3738 black colorant may be added to 5 gal' of mixed product. Mix ratio of Part A:Part [3] B is 4:1 by volume. Colors: B62H210 Gold (Primer), B62W210 White (Topcoat), B62W212 UltraWhite (topcoat), B62L210 Blue (Primer), B62W211 White (Topcoat), B62HW0211 Tannery (Topcoat), B62V210 Hardener or B62V211 Hardener Number of Coats: 1 - 3 Sequence of Coats: B62W210 (for coat 1); BW2W210 or BW2W211 (for coats 2 & 3 if used), BW2W211 or B62HW0211 (for coats 2 & 3 if used) Maximum Field Use Dry Film Thickness (in mils): 50 Recoat Cure Time and Temperature: 16 hours at 77°F Final Cure Time and Temperature: 4 days at 77°F Special Comments: Up to 1.5 fl oz of 844-5558 green colorant, AC-9434 green colorant, or AC-3738 black colorant may be added to 5 gal. of mixed product. Mix ratio of Part A:Part B is 4:1 by volume. Colors: Blue, white Number of Coats: 1 - 2 Sequence of Coats: Any Maximum Field Use Dry Film Thickness (in mils): 50 for tanks >= 100 gallons and pipes >_ 12" Maximum Thinner: None Recoat Cure Time and Temperature: 1 hour at 77°F Final Cure Time and Temperature: 24 hours at 77°F for coating tanks >= 100 gallons and pipes >= 12" Special Comments: Mix ratio of Part A:Part B is 1:1 by volume. [4] Coatings with a 24 hour final cure time are Certified for use on tanks >= 100 gallons and pipes >= 12". Coatings with a 10 day final cure time are Certified for use on pipes >= 6". [6] Colors: B62 W80 Sanitary White, B62 L80 Light Blue, B62HW80 Beige Number of Coats: 2 Maximum Field Use Dry Film Thickness (in mils): 16 Maximum Thinner: 10% R2K4 or Reducer No. 4 Recoat Cure Time and Temperature: 8 hours at 77°F Final Cure Time and Temperature: 5 days at 77°F Certified for use with B60V85 Low Temp Hardener only. Mix ratio of Part A:Part B is 4:1 by volume. [7] Certified for the following sizes: >= 200,000 gallons as a single layer topcoat >= 4,000 gallons as a primer with any NSF Certified Sherwin-Williams topcoat [8] Colors: Green Number of Coats: 1 Sequence of Coats: Primer, topcoat (if applicable) Maximum Field Use Dry Film Thickness (in mils): 4 Maximum Thinner: Up to 10% by volume of Reducer R7K111 Recoat Cure Time and Temperature: 12 hours at 77°F when used as a primer Final Cure Time and Temperature: 7 days at 77°F when used as a top coat Special Comments: This primer is Certified as both a single layer (a top coat) and as a primer under a topcoat' Mix ratio of Part A (Binder): Part F (Zinc Dust) is 1.76 gallons: 73 pounds' Kits are supplied premeasured' [9] Colors: 865Gl0 Gray/Green, 865G11 Gray/Green, 865RX1l Red, B65RW11 Red Number of [oats: 1 Sequence of [oats: Primer, Topcoat (if applicable) Maximum Field Use Dry Film Thickness (in mils): 6 Maximum Thinner: 10% of R7K15 Recoat Cure Time and Temperature: 12 hours at 770F when used as a primer Final Cure Time and Temperature: 7 days at 770F when used as a topcoat Special Comments: This primer is Certified as both a single layer and as a primer under a topcoat' B65G10 Mix ratio of A:F is 6'8:31.8 by weight' B65Gl1, 865RWl1 and 865RX1l are a one component material and only needs the thinner added. [10] Certified for use as a single coat in tanks v~ 250,Q00 gallons. Certified for use as a primer in any NSF Certified Sherwin-Williams topcoat system in tanks 20,000 gallons and greater. [11] Colors: Primer (red), Topcoat (Any NSF Certified Topcoat) Number of Coats: 1 Maximum Field Use Dry Film Thickness (in mils): 8 (primer) Maximum Thinner: 10% R7K1ll Final Cure Time and Temperature: Primer (cure before application of topcoat) - 18 hours at 40"F Special Comments: For use as a primer under any NSF Certified top coat' The top coat must be used at its Certified end use. Mix ratio is 1:1 by volume (for primer). Macropoxy 5508 Red Primer LT is certified for use as a primer under any NSF Certified Sherwin-Williams Coating for tanks 20,000 gallons or greater. Colors: Beige, black, blue, dark red, gray, red, white Number of [oats: 1 Primer (optional), 2-3 Topcoat 5eq of [oats: Optional Primer (Red only), Topcoat (beige, black, blue, dark red, gray, and white) Maximum Field Use Dry Film Thickness (in mils): primer: O; Topcoat: 15 per coat; Complete System: 28 total Maximum Thinner: 10% R7K11 Recoat Cure Time and Temperature: 18 hours at 40"F Final Cure Time and Temperature: 7 days at 40"F Special Comments: Mix ratio is 1:1 by volume (for both primer and topcoat) The Macropoxy 5590 LT System is certified for tanks 60,000 gallons or greater (Macropoxy Red shall only be used as an optional primer and all other color offerings shall only be used as topcoats). [12] Colors: B62 W80 Sanitary White, B62 L89 Light Blue, B62HW80 Beige Number of [oats: 3 Sequence of [oats: Any combination of Listed colors Maximum Field Use Dry Film Thickness (in mils): 16 Maximum Thinner: 10% R2K4 or Reducer No. 4. Recoat Cure Time and Temperature: 18 hours at 770F Final Cure Time and Temperature: 7 days at 770F Special Comments: Tank [lad HS Epoxy is Certified with B60V80 Hardener' Mix ratio of � Part A:Part B is 4:1' ` [13] Colors: Gray Number of Coats: 1 Sequence of [oats: Primer, Topcoat Maximum Field Use Dry Film Thickness (in mils): 1.5 Maximum Thinner: 35% R7K58 by weight Recoat Cure Time and Temperature: 7 days at 770F Special Comments: Certified as a primer under any NSF Certified top coat' The top coat must be used at its Certified end use. Mix ratio of Part A (Binder): Part B (Paste) is 1'74:1 by volume' Kits are supplied premeasured' [14] Certified for tanks 290,000 gallons or greater when used as a primer under any NSF Certified Sherwin-Williams Coating. Facility: Cincinnati, OH Protective (Barrier) Materials Water Water Water Contact Contact Contact Trade Designation Size Restriction Temp Material Coatings 'Fittinnm[z][oJ Dnru9luto6000 141 CLD 23 EPDXY [1] Colors: Off -White, Gray Number of Coats: 1 Final Cure Time/Temperature: 10 hours at 770F Special Comments: Mix ration of Part A:8 is 2:1 by volume. [Z] Spacial Comments: Maximum dry mil thickness for pipes, fittings and valves: 50 mils- [4] Special comments: Coating with 50 mil film thickness: Certified for fittings and valves >= J in. Cmatiosw-Pime[i] 131 DoraPlut 6000 K8 � [1] Colors: Off -White, Gray Number of Coats: I Final Cure Time/Temperature: 10 hours at 770F CLDo3 EPDXY Special Comments: Mix ration of Part A:B is 2:1 by volume. [3] Special Comments: Maximum dry mil thickness for pipe is 50-125 mils' [6] Special comments: Coating with 50 mil film thickness: Certified for pipe >~ 4 in. Coating with 125 mil film thickness: Certified for pipe >~ 6 in. Coatings 'rnnk[l]k51 DoruPlat 6000 [1] 171 Colors: Off -White, Gray Number of [oats: 1 Final Cure Time/Temperature: 10 hours at 770F Special Comments: Mix ration of Part A:B is 2/1 by volume. [5] Special Comments: Dry mil thickness for tanks: 30-125 mils. [7] Special Comments: Coating with 30 mil film thickness: Certified for use on tanks >~ 1000 gallons. Coating with 125 mil film thickness: Certified for tanks »~ 1000 gallons. CLDo3 EPDXY Coatings -nualve[x][21 Dora9late6000 141 CLDu3 EPDXY [1] Colors: Off -White, Gray Number of Coats: l Final Cure Time/Temperature: 10 hours at 770F Special Comments: Mix ration of Part A:B is 2:1 by volume' [2] Special Comments: Maximum dry mil thickness for pipes, fittings and valves: 50 mils' [4] Special comments: Coating with 58 mil film thickness: Certified for fittings and valves >~ 2 in. Facility: Pittsburgh, P/& Protective (Barrier) Materials Water Water Water Contact Contact Contact Trade Designation Size Restriction Temp Material Cwatingm-zipe CormPipe@IlPW Ultra[3] I\BOT PDR [3] CnrromtoIlPW(, )[1] Corropipe lI9W[o] x~70^ IlI{OT PUR >~/0^ CLDu3 9DR >~z0" CLD23 PlJR [1] Colors: Off -White, Medium Gray Number of Coats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Film Thickness (in mils): 80 Maximum Thinner: Nona Final Cure Time and Temperature: 48 hours at 75F Special Comments: Mix ration of Part A to Part B is 1:1' [2] Colors: Off -White, Medium Gray, Safety Blue, Light Blue Number of [oats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Thickness (in mils): 60 Maximum Thinner: None Final Cure Time and Temperature/ 5 days at 72F Special Comments: Mix ration of Part A:Part B is 1:1 by volume. Number of [oats: 1 Maximum Field Use Dry Film Thickness (in mils): 60 Maximum Thinner/ None Final Cure Time and Temperature: 7 days at 70"F Special Comments: Spray application using a plural component heated airless spray unit. Mix ratio of Part A to Part 8 is 1:1 by volume. Coatings 'Tank CnomootoII9W[1] >=3o,000gal. D.BOT PUR CorrocoteIIPW(AM)[z] >= 30,000 gal. D. HOT 9UR CorrupipoIlPW(F0)[o] >=3nogal. CL[)o3 P\3BL CoongipwII9W(F8)AM[2] >~3oogal. ClC>o3 9lTBL [1] Colors: Off -White, Medium Gray Number of [oats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Film Thickness (in mils): 80 Maximum Thinner: None Final Cure Time and Temperature: 48 hours at 75F Special Comments: Mix ration of Part A to Part 8 is 1:1' [2] Colors: Off -White, Medium Gray' Safety Blue, Light Blue Number of [oats: 1 Sequence of [oats: Any combination of listed colors Maximum Field Use Dry Thickness (in mils): 60 Maximum Thinner: None Final Cure Time and Temperature: 5 days at 72F Special Comments: Mix ration of Part A:Part B is 1:1 by volume. Number of matching Manufacturers is i Number vfmatching Products iss9 Appendix D — Recommended Termination Detail GAPROJECTS \ 2021 \21242E \Flume Repair Engineering Reportdocx 1 ura-Plate Lining Systems Wall to Floor Cove & Termination Detail SW-DPLS Detail 01 A. Cementious Mortar- 1"-2" radius or 45° Cant Cove A.W PW Mortar) B. Cementitious Resurfacer -(AW Cook PW Mortar) C. Epoxy Primer — (Optional Off -Gassing Control- DuraPlate UHS Primer D. Lining- Dura-Plate 6000 or DuraPlate UHS 100% Solids Epoxy E. Saw Cut 1/4"x1/4" termination joint 6" onto floor of channel. Back Chip a minimum of 1" F. Wire tape outside edge of sawcut to create clean line G. Seal edge with PolySpec Thiokol 2235M Polysulfide NSF Sealant E-F-G COATING OR LINING CONCRETE SUBBASE SUBGEtADE , 4 WA T TOP REINFORCING STEEL BASE (COMPACTED GRANULAR FILL) VAPOR BARRIER CONCRETE COVE DETAIL (Horizontal and Vertical Connections)