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HomeMy WebLinkAboutAgreements/Contracts - Public WorksMPE Expansion Contract This agreement between the Board of County Commissioners of Grant: County, State of Washington, acting under and by virtue of Chaptet 36.77 of the Revised Code of Washington, as amended (hereinafter "County") and Precision Industrial Contractors, Inc. , (hereinaftep "Contractor") for itself, its heirs, executors, administrators, successors and assigns. This agreement is made and entered into upon the date of the last signatory to this agreement, whereby it has been fully executed. In consideration of the payments, cov-enants, and agreements, described or incorporated below, the parties hereby agree as follows: 1) Incorporation by References The following documents are incorporated, by -reference, and attached; Bates stanaped 001-399: Exhibit A Contract Bond, Power of Attorney, and Bid Bond Exhibit B Proposal, Certification of Authority of Signature, and Schedule of Prices Exhibit C Addenda Received Exhibit D Non -Collusion Affidavit Exhibit E Appendices A, B, and, C Exhibit F Standard Specifications, Special Provisions, and Technical Provisions Exhibit G Addendums 1. 3 and 4 issued prior to bid opening In the event that the terms of any document 'incorporated by reference is at odds with this Contract, this Contract shall prevail. 2) Amendments: The above documents are hereby amended by the parties mutual agreement at entry of this Contract as follows: Exhibit B, Proposal: a. Full Project Completion is amended as follows: The project shall reach substantial completion, as defined in Exhibit F Special Provisions, within 180 days after No' c e to Proceed. Such 180 day t clock will not begin until Notice to Proceed date, regardless of County permission to begin, and actually beginning Work, prior to that time. Exhibit F. Special Provisions,: a. Special Provision 1-01.3 i. Notice to Proceed Date is amended as follows: Notice to Proceed Date is the second Monday (or where Monday is a federal or Washington State observed holiday, the second Tuesday) after the date of the final signatory to the contract. Pag e 1 of 4 ii. Beneficial Occupancy date, is stricken entirely. b. Special Provision 1-08.4 i. Stficken and entirely replaced as follows-. Contractor may be pennitted to start construction ptiot to Notice to Proceed Date where they have requested such date from County, and County provides i permission in writing. 3) Description Of Work: The Contractor shall do all work and furnish all tools materials and equipment necessary to .improve and complete Ephrata Landfill Multi -Phase Extraction (1V PE) System Expansion, located in Grant County.., Washington, in accordance with and as described in the documents incorporated by reference, and in full compliance with the terms, conditions, and stipulations herein and shall perform any alterations in or additions to the work covered by this contract and every part thereof Any force account work- may be ordered as provided in this contract and every part thereof. The Contractor shall provide and pay for all materials, labor, carriage, tools, implements, conveniences and all things of every description that may be requisite for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof. All work under this Contract shall be performed under the supervision and authority of the Washington. State Department of Ecology (hereinafter, "Ecology"), in accordance with Agreed Order No. DE 3810 (hereinafter, "Agreed Order"), as amended through Amendment No. 3 (July 2024), issued under the Model Toxics Control Act (RC 70A.305). 4) Permitting: RCW 70A.305.090 exempts the County and Contractor from procedural permitting requirements, and approvals issued by Ecology under the Agreed Order meet this requitement. Notwithstanding, all work shall comply with the substantive requirements of applicable enyitonmental, health, and safety regulations. 5) Independent Contractor: The County hereby employs the Contractor as an independent 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 documents 'incorporated by reference, and the tern -is and conditions herein. The County further contracts to pay for the same according to the documents incorporated by reference (.gee Exhibit B1, Sched-ule of Prices) at the thane and in the manner and upon the conditions provided for in this contract and the docut-nents incorporated by reference. The County further agrees to employ the Contractor to perform any alterations in or additions to the work covered by this contract and every part thereof and any force account -work that may be ordered and pay for same under the terms of this contract and the attached plans and specifications. Contractor remains, an independent contractor, and neither the Contractor nor any of its employees or subcontractors are made a county employee by virtue of this contract. Page 2 of 4 6) Succession: The Contractor for himself, and for his heirs, executors, administrators and assigns, and successors and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. 7) Liability. - It is further provided that no liability shall attach to the County by reason of entering into this contract, except as expressly provided herein. 8) Cholice of Law and Venue: In the event of any dispute of any kind resulting in litigation, the laws of Washington State shall govern, and venue shall -take place in the courts of Grant County, WA. IN WITNESS WHEREOF, the said Contractor has executed this instrument, and the said Board of County Commissionets of aforesaid County has caused this instrument to be executed by and in the name of said. Board by its Members, duly attested by its Clerk, and the seal of said Board to be hereunto affixed. 5­­" 71_, 2026 can Firm. Name Address City, State, Zip Code Phone Pag e 3 of 4 ,,LAkL T T &e'rk of the )N'oard APPROVED AS TO FORM: April 30, 2026 Batbara G. Duerbeck, Deputy Prosecuting Attorney BOARD OF COUNTY COMN-ffSSIONERS OF GRANT COUNTY, WASHINGTON 4 A Done this. `51'1- day of e -- _ > 2026 Chairperson Lot S <Z' Commissioner Commissioner Page 4 of 4 CONTRWT Bond Number: 10 183 5984 CONTRACT BOND KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Precision Industrial Contractors, Inc. as principal, and Merchants National Bonding. Inc. - - ----- ---- a corporation organized and existing under the laws of the State of Iowa 4 as surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to Grant County, Washington, in the penal sum of One Million Seven Hundred Sixteen and 00/100 1 787,516.00 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of Grant County, Washington. Dated at Bellevue Washington, this day of lq, The conditions of the above obligation are such that: WHEREAS, on 20;& the Board of County Commissioners of said Grant County has let or is about to let to the Principal, a certain contract., the said contract providing for the improvement of Ephrata Landfill MPE System Expansion, located in. Grant County, Washington, (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said Principal shall faithfully perform all of the 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 shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said Grant County harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said Principal, or any subcontractor in the performance of said work and shall indemnify and hold Grant County harmless from any damage or expense by reason. of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, and until the same is accepted, then and in that event this obligation shall be void but otherwise it shall be and remain in full force and effect. Countersigned: IMA financial Group, Inc. I icensed Agent/Surety Co. 10400 NE 4th St-) Suite 900, Bellevue, WA 98004 (-±25-) 709-3600 Firm, Street Address (No P.O. Box), Phone of Local Office of Agent Precision Indus --- t --- n`W-C6­ntfa—Cf6'ii-- Princia Mercha, National Bonding,,In'c. i ye Dozier, Attorney -in -Pact, Surety Approved as to form: Prosecuting Attorney Grant County 553-1860-014 MPE Svstenz Expansion LD-14 danuary 2026 Contract Documents MERCH__Atq S BONDING COMPANYTM POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, and MERCHANTS NATIONAL INDEMNITY COMPANY , an assumed name of Merchants National Bonding, Inc., (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Abigail A Bonney; Alec Gumpfer; Andrew Kerslake; Brenda Nolin; Chris Larson; Deanna M French; Elizabeth R Hahn; Greg Lagreid; Gregory C Ryerson; Guy P Armfield; Jana M Roy; Janteane Blyton; John R Claeys; Katelyn Cooper', Kyle Dozier; Michelle Bench; Mindee L Rankin; Nicholas Fredrickson; Rebecca Sarmiento; Robin Baird; Roger Kaltenbach; Ronald J Lange; Ronald Lange; Sandy L Boswell; Scoff A Garcia-, Scott Fisher; Scott McGilvray; Sharon L Pope; Susan B Larson; William M Smith their true and lawful Aftomey(s)-in-Fact, to sign its name as surety(ies) and to execute, seat and acknowledge any and all bonds, undertakings, contracts and otherwritten instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the By -Laws adopted by the Board of Directors of the Companies. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Aftomeys.-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation, In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 26th day of January 2026 6 0 0 *0 " & MERCHANTS BONDING COMPANY (MUTUAL) 4010 ## 0 �P, MERCHANTS NATIONAL BONDING, INC. ILI POO... R%ONAI 0 MERCHANTS NATIONAL INDEMNITY COMPANY !may. -0-:0;!F -0- a Z 1933 2003 :.o 4A% 41 "A 40 1fi7*d�fI, ....... . 4hl By STATE OF IOWA COUNTY OF DALLAS ss. On this 26th day of January 2026 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ------------ ---- ------------- WA4 Penni Miller 0 Commission Number 787952 My Commission Expires Z )OWN January 20, 2027 (Expiration of notary's commission Notary Public does not invalidate this instrument) 1, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF - ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of dOP6 04 co 4 PO j 00&b -0— v;,— 0*4 Co. 19 Secretary 33 Z 2003 ss; 4 7,'P 41t ......... #tZ lot.' POA 0018 (5/25) EXHIBIT A 001 CONTRACT Bond Number: 101835984 CONTRACT BOND KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Precision Industrial Contractors, Inc. , as principal, and Merchants National Bonding, Inc. , a corporation organized and existing under the laws of the State of Iowa , as surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to Grant County, Washington, in the penal sum of One Million Seven Hundred Eighty -Seven Thousand Five Hundred Sixteen and 00/100 ($ 1.17873,516.00 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of Grant County, Washington. Dated at Bellevue , Washington, this day of 520 . The conditions of the above obligation are such that: WHEREAS, on , 20 , the Board of County Commissioners of said Grant County has let or is about to let to the Principal, a certain contract, the said contract providing for the improvement of Ephrata Landfill MPE System Expansion, located in Grant County, Washington, (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said Principal shall faithfully perform all of the 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 shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply said Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said Grant County harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said Principal, or any subcontractor in the performance of said work and shall indemnify and hold Grant County harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, and until the same is accepted, then and in that event this obligation shall be void but otherwise it shall be and remain in full force and effect. Countersigned: Precision Industrial Contractors, Inc. IMA Financial Group, Inc. ,,.�t�oNq••.,,. Licensed Agent/Surety Co. ;•�2o%'po2003 go 10400 NE 4th St., Suite 900, Bellevue, WA 98004 709-3600 Firm, Street Address (`'o P.O. Box), Phone of Local Office of Agent Grant Couniv MPE Svstem Expansion Contract Documents Principal Mercl3q,s Najional Bonding, Inc. limplr Z le Dover, Attorney -in -Fact, Surety Approved as to form: 20 Prosecuting Attorney 553-1560-014 LD-14 January 2026 002 BONDING COMPANYTM POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, and MERCHANTS NATIONAL INDEMNITY COMPANY, an assumed name of Merchants National Bonding, Inc., (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Abigail A Bonney- Alec Gumpfer; Andrew Kerslake; Brenda Nolin; Chris Larson; Deanna M French; Elizabeth R Hahn; Greg Lagreid; Gregory C Ryerson; Guy P Armfield; Jana M Roy; Janteane Blyton; John R Claeys; Katelyn Cooper; Kyle Dozier; Michelle Bench; Mindee L Rankin; Nicholas Fredrickson; Rebecca Sarmiento; Robin Baird; Roger Kaltenbach; Ronald J Lange; Ronald Lange; Sandy L Boswell; Scott A Garcia; Scott Fisher; Scott McGilvray; Sharon L Pope; Susan B Larson; William M Smith their true and lawful Attorneys) -in -Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the By -Laws adopted by the Board of Directors of the Companies. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 26th day of January 2026 MERCHANTS BONDING COMPANY (MUTUAL) L JiV;� NG Co *- 0` 4" '0 . ....... iION4, MERCHANTS NATIONAL BONDING, INC. ov�ll ........... MERCHANTS NATIONAL INDEMNITY COMPANY -P 0,9. 0'*# (j 4�x -A* a 44 "On 1933 2003 N By 'fit 4 7 STATE OF IOWA COUNTY OF DALLAS ss. On this 26th day of January 2026 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. Penni Miller 0 Commission Number 787952 Z .60 My Commission Expires lowP January 20, 2027 1 (Expiration of notary's commission Notary Public does not invalidate this instrument) 1, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF - ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of o's oho!SG co 6 "bON4 11V' , ?4t�.46e ........ 0 co 0 C5 1933 2003 14) Zft 4 a&b Secretary POA 0018 (5/25) 003 MERCHANTS BONDING COMPANYn POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, and MERCHANTS NATIONAL INDEMNITY COMPANY , an assumed name of Merchants National Bonding, Inc., (herein collectively called the "Companies) do hereby make, constitute and appoint, individually, Abigail A Bonney; Alec Gumpfer; Andrew Kerslake; Brenda Nolin; Chris Larson; Deanna M French, Elizabeth R Hahn; Greg Logreld, Gregory C Ryerson, Guy P Armfield; Jana M Roy; Janteane Blyton; John R Claeys; Katelyn Cooper; Kyle Dozier; Michelle Bench; Mindee L Rankin; Nicholas Fredrickson; Rebecca Sarmliento; Robin Baird; Roger Kaltenbach; Ronald J Lange; Sandy L Boswell; Scott A Garcia; Scott Fisher; Scott McGilvray; Sharon L Pape; Susan B Larson; William M Smith their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and otberwritten Instruments in the nature thereof, on behalf of the Companies In their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the By -Laws adopted by the Board of Directors of the Companies, 'he President, Secretary, Treasurer,, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -In -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other surety -ship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact inciddes any and all consents for the release of retained percentages and/or final estimates an engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it Is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such Intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 26th day of January 2026 • MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. R%01yAZ'• lpo #o, POAL liva + M15110HANTS NATIONAL INDEMNITY COMPANY ..Is 4�k -2111 a 1933 2003 '2� !St V y B 41r 4t IN Wro STATE OF IOWA COUNTY OF DALLAS SS. On this 26th day of January 20before me appeared Larry Taylor, to me personally known,, who being by me duly sworn2 p did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said Instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. L IPerini Miller t r- Commission Number 787952 • -ti & my comrnission Expires Ja nua ry 20, 2027 Notary Public (Expiration of notary's commission does not invalidate this instrument) 1, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL), MERCHANTS NATIONAL BONDING, INC., and MERCHANTS NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF - ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand -and affixed the seal of the Companies on this 9th day of March 2026. ew 40 Z NNQ co MON -a- 3A:J!-.0. Xl� a IL ■ —Z Secretary t ol. 1933 off 2093 t 10 N T. POA 0018 (5125) J 004 BID BOND BID BOND KNOW ALL MEN BY THOSE PRESFNT, that we, Precision Industrial Contractors, Inc. of Woodland, Washington as PRINCIPAL, and the Merchants National Bonding, Inc, a corporation duly organized under the laws of the State of Iowa and authorized to do business in the State of Washington, as surety, are held and firmly bound unto Grant County in the full and penal sum of five (5) percent of the total amount of the Bid Proposal of said PRINCIPAL for the work hereinafter described for the payment of which, well and true- to be made, we bind our heirs, executors, administrators and assians, and successors and assigns, fin-nly by these presents. of %. The condition of this bond is such that, the PRINCIPAL herein is hereAA---ith submitting his or its sealed Bid Proposal for the following construction, to wit: Ephrata Landrill MPE System Expansion said Bid Proposal, by reference thereto. beiri� made part hereof. - OW, THEREFORE if the said Bid Proposal submitted by the said PRINCIPAL be accepted, and the Contract be awarded to said PRUNUPAL, and if the said PRINCIPAL shall duly make and enter into and execute said Contract and shall furnish the Performance and Payment Bond as required by Grant County within a period of. ten (10) calendar days from and after said award, exclusive of the day of such award, then this obligation shall be null and void. otherwise it shall remain and be in full force and effect. N TESTIMONrY WHEREOF., the PRINCIPAI and surety have caused these presents to be signed and sealed this 9th day of March ,2026. Precision Industrial Contractors, Inc. Principal Merchants National Bonding, Inc. S uretv , lo Print-tral /OOV A b ey-in- act' Kyle Dozier of This bond must be acconimied b� a fultv executed Power-of-Attoniev appointing the Attonicy -itt -Fact. Grant (County A&E,iystent Expansion Contract Vocuments LD-10 5534860-014 Januaty 2026 005 EXHIBIT B 111110 PROPOSAL Ephrata Landfill MPE ystem Expansion Grant County Public works Department 124 Enterprise St. S.E. Ephrata, Washington 98823 PROPOSAL Bid f Proposal of precision Industrial Qontra!rtors- (hereinafter called "'BIDDER!'), organized and existing Wider the laws of the State of Washington- doing business as Precision Industrial-Cantractars- Inc.] to Grant County (hereinafter, called "'OWNER!'). In. com liance with your Advertisements for Bids, BIDDER hereby proposes to perform all work for the Irl P 1. construction of Ephrata Landfill MPE System Expansion., in strict accordance with the CONTRACT, within the time set fortli therein, and at the prices stated below. By submission of this BID PROPOSAL, each BIDDER certifies, and in the case of ajoint BID PROPOSAL r eachparty thereto certifies as to leis own organization, that this BID PROPOSAL has been arrived at independently, without consultation, communication, or agreemeftt as to any matterrelating to this BID PROPOSAL with any other BIDDER or with any competitor. 4t BIDDER hereby agrees to commence WORK under this contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete PROJECT within 180 calendar days after Notice to Proceed, BIDDER further agrees to pay as liquidated damages for each consecutive calendar day thereafter in accordance with Section 1-08.9 of the Standard, Specifications and as amended. This certifies that the BIDDER has ex6inined the project site and the plans, specifications, and Contract Documents governing the work embraced in this project and the method by which payment will be made of said work is understoodl :.Ijisert "a cofporation.,"' "a partnership," or "an individual" as applicable, Grant County S53-1860-014 MPESyVem Expansion LD-3 January 2026 Contract Documents 007 PROPOSAL CERTIFICATION OF AUTHORITY OF SIGNATURE 1, Rye Schultz , certify that I am the Secretary of the Corporation named as Bidder herein, that Dustin Ellis who signed this bid on behalf of the Corporation was then Project ... Manager of said Corporation, that said bid was duly signed for and on behalf of said Corporation by the authority of its governing body and is within the scope of its corporate powers. to e Roc Schultz Name of Secretary of the Corporation (please type) Grant County MPS System Expansion Contract Documents LD-4 late Corporate Sea] 553-1860-014 January 2026 008 2 SCHEDULE OF PRICES SCHEDULE OF PRICES EPHRATA LANDFILL MWE SYSTEM EXPANSION �Iia FRO tad lip its C I Mobilization and Demobilization LS 49,P0O 9 400 2 Surveying and Staking Ls. 43 4;S 00 i43,400 3 Record Drawinp/As -Bulilts LS.33tOOO —.33.00(li 4 Spill PmentiM Control, and Countenmeas= f8pCid.) plan LS T! $ 271500 i F ' 500 .2.Z1 I. -.., ,.:� �.. --i 5 Crushed Sure Base Course (CSBC) TON ... -. . ... s 315 6 Temporwy Erosion and Sediment Contral. (TESC).,. iiis' 10 716 7 Demolidon and Removal Z 4 54 5.0.0. Copente Slab forgqpipment, _LS �5,­400 $25,400 &Wi Steel §a!ppje Tap FA 15 19550 12 A .18 XQQO 10 "Well Discharge - 1! 1/4" SCH 80 PVC LF 26.50 600 11 Compressed Air- 1- 1/2' SCH 40 CS LF 71.67 600 400 390 12 vmu= - 6" SCH 80 PVC LF 51.06 750 $ 38300 13 6AC Vessel Piping Ls' S 1191000, rp 1 L, I 000. 14 '�Ieancuts or Dram-i-age Tap EA Y. 911000 5 LJ�qdihcatibns TT Interior Piping L9 -.419800 16 neior pIpSModifications T. LS 66600O 69.500 .17 PVC Stple Tap EA.. 11.71-42 21 EI 24260.0 18 Air and Vacuum Relief Valve EA$ 5;100 2 $ 10,200 19 Pipe Anchors with Concrete Footing EA 11493.75 16 23,900 20 Pipe guides EA S 1s493.75 16 �� S 23,900 it Pipe Supports 1 A $ 556.18 89 1 S 49,600 22 Activated Carbon Vessels LS A Cis 00 1 0 23 mockout LS S 24,.50Q I --- � ; -24,500---. i4 Ffeat,Exchangcr LS 39-,200'- 1- 139,200 25 Blectrical LS $ 189100Q I 189 000 26 iftilidor Systim U $ 1070.00 50 S 53,500 27 Wti-Phase Extraction Well Assemblies EA $ 8,300 10 839000 28 Vapor Extraction Well Assemblies EA $1 31550 to $ 3516,00 9 Observation Well Assemblies EA S 1,260 25 S 31,500 30 Process Controls LS S 00 157 00T7,'.,"" 31 Regenerative Blower LS 1- 1-700- $ 3900-.- 8-4% sales Ira% .,642 $ 138t516 1,787,516 Grant County 553-1860-014 1. MPE Splem Expansion LD-S January 2026 Contract Dacments 009 EXHIBIT C 010 ADDENDA RECEIN"ED ADDENDA RECEIVED The Contract amount shall be the lump sum or unit price of each item, Correct extensiOns based on, the 'unit prices bid and the ap rroximate quantities shown are for the comparison of bids only and payments 1% for unit priced items will be based on actual quantities measured in accordance with the requirements of the Contract Spec *1 ficat ions, Limits of lump sum priced iteras will be as described In the Contract Plains and Specifications. The undersigned has checked the above amounts and understands that the OWNER Will not be responsible for any errors or omissions on the part of the undersigned in making up this proposal, 2. The undersigned understands that the OWN -ER reserves the right to reject any or all bids and to waive any informality in bids received that *in -the judge ent of the 0AWER is in the best interest of the OWNF.R. 3. It is agreed that this Proposal may not be Withdrawn w* * ithin a period of slay ty (60) days after the date set for the opening thereof, 4. Enclosed. herein is cash, certified check, cashier's check, or surety bond for the sum of kq � 3-7�-L: d S1,1 - not be*ng less than five percent dollars -1 an (5%) of the total amount + this proposaI; and the undersigpea'agre-es that, -in case of his default in executing the Contract and the necessary bonds after award, and due notice thereof, the cash, certified check, cashiefs che&, or surety bond and the money payable thereon shall become and remain the property of the OWNER, as liquidated damages without proof of actual loss,, 5. in accordance with the Specifications, the undersigned further agrees to so plan the work and to prosecute it with such diligence that said work shall be commenced within ten (10) calendar days after the effective date of the Notice to Proceed. All work- sebedules on this project shall be completed in accordance with Section 1-08.5 of the Specifications, 6. Receipt of the following Addenda to the Plans and/or Specifications is hereto acknowlQdgred" (NOTE: Failure to acknowledge receipt of the addenda may be considered as an irregularity in the proposal.) Grant County 553-1860-014 UPE $ystenj Expatision LD-6 Januaty 2026 Contract Documen(s 011 ADDENDA RECEIVED 7. List of Subcontractors: Pursuant to 1999 legislative changes to RCW 39.30.060, for every contract that is expected to cost one million dollars or more for the construction, alteration, or repair of any public widtk, the bidder shall list as part of itsbid either -itself ortheof the subcontractors with whom... the bidder:if dwarde-d-th-e-contract. win subcontract On ffinhance of the -work ofteating ventilation and air conxielaa lumbin ' as escn&ed—1n jh -6r 18.106 RCW.and-e ictri Cl"s"r' ibid in chapf&r 19.28RCW.The,bidder shall not list more than bconiihctor fbr ea7c1ic'at_e_go- r'y' of �Fork-' identified, unless subcontractors vary with bid alternates, in which case the bidder must indicate Which subcontractor will be used for which alternate. .,Lai I ure- of the. bidder -to- submit- of the bid the, names of such subcontractors or to name-to'..'perform such.-workor the_naming�-. of. two or-mo saScontractors 16 _16errorrn Sh a1 r i6i�dai tfi eb 1 d id non-res,-'D*ons-e.�and,-.�.therefore,�, v void. _ffi_Cre'quir"e'm_en_t-s of 1-his -se-c-tion-to n -am e-= t—he—b�ldrderrr'--qs-'p-."'ropo-s-ea' on an air Conditioning, plumbing, and electrical subcontractors applies only to proposed heating, ventilation and air conditioning, plumbing, and electrical subcontractors who will contract directly with the general contractor submitting the bid to the County. The County requires the bidder toidentify-who will perform the following work identified. Please list either the ]bidder's name, or if a sub'conttactor will be performing this work, list that firin"s name. If the identified description of work is not applicable, note that the identified work is�not Ir applicable. Technical Specifications, including Descr'§flon,oQWo -Name ofFirml not limited to the follo HVAC system Precision Industrial.ContractorsJnc. Plumbing Precision Industrial -Contractors -Ire Electrical All-P ,_hase. Electric. Inc. 8. The following'" list identifies categories of work, and fitins whose subcontract will exceed ten percent of the submitted bid price. This must be subihitted as part of the bid in order to fulfill the requirements of RCW 39.04-010. ..Contractor -Firm Name... -Contractor Number C Amount 1. Noine 24P 34 401 sip 61. Grant CO 553-1860-014 0 !My LD-7 Januaq 2026 MPE System F_Tpawlott Contract Doement-v 012 -Precision Industrial Contractors, Inc. (Bidder) PREClIC992QG "(Co'n'tiactoir's License No.) By. Dustin EMS - (Authon's zed tFific-iit� .1555 Down R- iver.Dr., Vyocdland.MA 98674 (Address) March 1 61-m2026 I ADDENDA RECEIVED NOTES: 1. If the Bidder is a co -partnership, so state, giving firm name under which business is transacted. 2. If the Bidder is a corporation, this proposal must be executed by its duly authorized officials. Grant County JVIPE system Eapansion Contract Documenis 00 9 LD-8 533-1860-014 January 2026 013 014 rM FM C- NON -COLLUSION AFFIRAVIT NON -COLLUSION AFFIDAVIT STATE OF WASHINGTON ) )Ss. COUNTY OF. GRANT Dustin Ellis being, duly sworn, on his/her oath, says that. the Bid Proposal above I submitted i,s a genuine and not atsham or collusive Bid Proposal, or made in the 'interest of or on the behalf of any pei-sdii not therein named; and he/she further says that the said Bidder has not directly or indirectly induced or'solicited any Bidder or corporation to refrain from bidding; and that said Bidder has not in any manner sought by collusion to secure to themselves an advantage over any other Bidder or Bidders. Precision-indust(tal-Contractors. Ing. Contractor Subscribed and sworn to before me this 16th_ day of Mgrch 22026. Grave County AIPE System Expamian Contract Documents Notaryy ubbic:inand for the State of Washington My appointment expires ),21-2A0 Ic Uri CLUI -r 40 A 40 ftr 0 oi (P A 'Oere ASS SS3-1860-014 LD-1 I January 2026 I 015 EXHIBIT E 016 Us STATE OF WASHINGTON DEPARTMENT OF ECOLOGY In the Matter ofRemedial Action by: Grant County and The City of Ephrata TO: Grant County P.O. Box 37 Ephrata, WA 98823 City of Ephrata 121 Alder Street SW Ephrata, WA 98823 No. DE 3810 TABLE 0wFCONTENTS [ INTRODUCTION ------------------------------------ Il JURISDICTION ------------.--------------------------2 III PARTIES B(]T]I�I�------------_._---_—___________.______2 IV. S---------______________________________3 V. �INDDIN��S(}F Fz�CT.-----------.-----------------------3 VI.ECOLOGYS_____._______________________5 \7ZI WORK TO BE PERFORMED -------.-----------------------7 VIII TERMS AND CONDITIONS (]FORDER ...................................................................... lO A. Public No----------------------------------..lO B. Remedial Action Costs .......................................................................................... I0 C. ofI�ezoediol/�ot�uz .----------------------.II D. - �rni Coordinators --.--------------..-------.II Designated------------------------,---------..I2 E. F. Access ......... ...... ............ —...... ---......... —................ ....... ............. —... ....... I2 G. euzd --.---------.-------I3 Sampling, �L —... ..... ....... ..... ...... ...... .............. .... ........... I3 IRetention of........ .............. .................. —~--.... —................ ......... l4 J. Resolution of Disputes... .............. ...... ............. ...... .......... ............... --..... ..I5 K. Extension of Schedule ...... ........ ................... ... --........ ... --........... ...... —..... l6 L. Amendment o[Order ........ ................ .... ... ............ —........ ................ .......... ..I7 M. ----~---------_.-------I8 - �1��z�oz�. Iq N. Reservation of ----------------------.. (]. Transfer of Interest in........ —............... —... .... --........ ---....... .... l9 P. n�1b Luvra-----------------------..-2O Applicable Q. Indemnification . .......... - IX. SATISFACTION (]FORDER --............... ... .... —... ... —......... ........ ........ --.... .2l X. ENFORCEMENT .......... _......... ...... ............. ...... __.... ....... ... .... _... ........ --...2I Exhibit A: Landfill and Legal 018 Agreed Order No. DE 3810 Page 2 of 22 Exhibit B : Remedial Investigation Work Plan Exhibit C: Interim Remedial Action Work Plan Exhibit D: Schedule Exhibit E: Required Permits and Applicable Substantive Provisions I. INTRODUCTION The mutual objective of the State of Washington, Department of Ecology (Ecology), Grant County (County), and the City of Ephrata (City) under this Agreed Order (Order) is to provide for remedial actions at a facility where there has been a release or threatened release of hazardous substances. This Order requires the County and the City to conduct a remedial investigation and feasibility study (RI/FS) to investigate the nature and extent of releases or threatened releases at the Ephrata Landfill and to propose cleanup options. The Order also requires the County and the City to conduct the following interim remedial actions: remove the approximately 2,000 drums of waste and the associated contaminated soils located in the northern portion of the landfill, extract and treat water from the area in the old landfill known as "the Hole", construct a final cover system over the waste disposal areas currently undergoing closure and manage landfill gas and control surface water during the RI/FS process. Ecology believes the actions required by this Order are in the public interest. II. JURISDICTION This Agreed Order is issued pursuant to the authority of the Model Toxics Control Act (MTCA), RCW 70.105D.050(1). III. PARTIES BOUND This Agreed Order shall apply to and be binding upon the Parties to this Order, their successors and assigns. The undersigned representative of each Party hereby certifies that he or she is fully authorized to enter into this Order and to execute and legally bind such Party to comply with the Order. The County and the City agree to undertake all actions required by the terms and conditions of this Order. The County and the City shall provide a copy of this Order to all agents, contractors, and subcontractors retained to perform work required by this Order, and shall ensure that all work undertaken by such agents, contractors, and subcontractors complies with this Order. 019 Agreed Order No. DE 3810 Page 3 of 22 IV. DEFINITIONS Unless otherwise specified herein, the definitions set forth in Chapter 70.105D Revised Code Washington (RCS and Chapter 173-340 Washington Administrative Code (WAC) shall control the meanings of the terms used in this Order. 1. Site: The Site is referred to as the Ephrata Landfill and is generally located at about three miles south of the City of Ephrata, east of Highway 28, in the western portion of Section 33, Township 21 North, Range 26 East, Willamette Meridian. The Site is defined by the extent of contamination caused by the release of hazardous substances at the Site. 2. Ephrata Landfill: The Ephrata Landfill or Landfill includes the waste management facilities at the Site and the property on which they are located. The legal description of the Landfill is attached as Exhibit A together with a drawing showing the location of the landfill facilities. 3. The Hole: The Hole is a subsurface depression in the basalt beneath the old landfill located in the northwest corner of the old landfill. It is 10 to 20 feet deep and about 450 feet in diameter. The bottom of the depression is filled with a sediment -refuse mix. 4. Parties: Refers to the State of Washington, Department of Ecology, Grant County, and the City of Ephrata. 5. PLP: Refers to the Potentially Liable Parties, Grant County, and the City of Ephrata. 6. ARreed Order or Order: Refers to this Order and each of the exhibits to the Order. All exhibits are integral and enforceable parts of this Order. The terms "Agreed Order" or "Order" shall include all exhibits to the Order. V. FINDINGS OF FACT Ecology makes the following findings of fact, without any express or implied admissions of such facts by the PLPs: 020 Agreed Order No. DE 3810 Page 4 of 22 1. The Ephrata Landfill is located about three miles south of the City of Ephrata on the east side of Highway 28 in the western portion of Section 33, Township 21 North, Range 26 East, Willamette Meridian. 2. The City of Ephrata began operating the Ephrata Landfill in approximately 1942 and owned and operated it until 1974. The City owned part of the property set aside for the landfill and leased additional property from the United States Bureau of Reclamation. 3. The landfill was operated as an open dump prior to 1962. The landfill operated continually as an unlined cell until a new lined cell was opened in 2005. 4. In 1974, the City and the County entered into the first of a series of agreements under which the County leased the landfill from the City and operated the facility. In 1990, the Bureau of Reclamation transferred its landfill property to the County. In 1994, the City deeded its landfill property to the County. 5. Approximately 2,000 drums of industrial waste were buried at the landfill in August 1975. In December 1975, the Grant County Health District stopped disposal of drums at the landfill due to health concerns. 6. The Site was added to the Environmental Protection Agency (EPA) list of potential hazardous sites in 1979. 7. Ecology submitted a Preliminary Assessment to the EPA in 1984 and recommended a follow-up Site Investigation. The EPA conducted a preliminary Site Investigation in 1986. Ecology completed a Phase I Site Investigation in 1987. 8. Groundwater monitoring began at the Site in 1988. Since then, the network of wells has been systematically expanded. The County has drilled and sampled twenty-five (25) monitoring wells and two (2) extraction wells at the Site. The current well network includes twenty-one (21) on- and off -site wells. 9. The Roza aquifer is one of several aquifers underlying the Site. In January 1990, the "Ephrata Landfill Geohydrologic Assessment Report" described the results of the earliest groundwater sampling at the site. This report predates the Water Quality Standards for Ground Waters of the State of Washington, Ch. 173-200 WAC and the regulations implementing the 021 Agreed Order No. DE 3810 Page 5 of 22 state Model Toxics Control Act found in Ch. 173-340 WAC. The report states that the levels of total organic halogens found in the Roza aquifer at MW-3 were "significantly higher" than those found at the other Roza aquifer wells. Additionally, the report noted the detection in MW-3 at "relatively high concentrations" of, for example, 1,1-dichloro ethane, 1,2-dichloroethane, 1,1,1- trichloroethane, trichloroethene, tetrachloroethene, vinyl chloride and other breakdown products, benzene, toluene, xylenes, and the pesticide, 1,2-dichloropropane. 10. Data reported in the- 2004 annual report on groundwater monitoring activities at the Ephrata Landfill were compared to the groundwater quality criteria found in Ch. 173-200 WAC and the Method B criteria found in Ch. 173-340 as required by the Assessment Monitoring Plan for the old part of the landfill. In that report, the Roza aquifer is described as "characterized by high concentrations of inorganic constituents and corresponding high total dissolved solids." The report states that consistently high concentrations of organic contaminants were found in the Roza aquifer, and that these concentrations were increasing. According to the report, the Interflow aquifer was less contaminated, with a few organic constituents exceeding criteria and several inorganic and metal concentrations exceeding relevant criteria. The report stated that the Outwash aquifer contained moderate total dissolved solids and nitrate concentrations, arsenic concentrations that exceeded criteria but were likely naturally -occurring, fairly constant low-level concentrations of I , I-dichloroethane and tetrachloroethene that exceeded groundwater criteria, and a detectable concentration of trichlorofluormethane. 11. Of the aquifers that underlie the Site, the three that are closest to the ground surface all contained contaminants at levels exceeding groundwater standards in 2004. The total distance between contaminated wells at the Site is approximately 4,000 feet in a north -south direction and 2200 feet in an east -west direction. However, the landfill is likely not the only source of contamination to the area, and contamination may extend beyond these wells. VI. ECOLOGY DETERMINATIONS 1. Grant County is an "owner or operator" as defined in RCW 70.105D.020(12), of a "facility" as defined in RCW 70.105D.020(4) because it currently owns the property and owns and operates the Ephrata Landfill. 022 Agreed Order No. DE 3810 Page 6 of 22 2. The City of Ephrata is an "owner or operator" as defined in RCW 70.105D.020(12), of a "facility" as defined in RCW 70.105D.020(4) because it operated the landfill until 1974 and owned the property where the original landfill is located from January 20, 1942 until January 4, 1994. 3. Based upon all factors known to Ecology, a "release" or "threatened release" of "hazardous substance(s)" as defined in RCW 70.105D.020(20) and RCW 70.105D.020(7), respectively, has occurred at the Site. 4. Based upon credible evidence, Ecology issued potentially liable person status letters to Grant County and the City of Ephrata dated October 20, 2000, pursuant to RCW 70.105D.040,-.020(16) and WAC 173-340-500. By letter dated November 28, 2000, Grant County voluntarily waived its rights to notice and comment and accepted Ecology's determination that Grant County is a potentially liable person (PLP) under RCW 70.105D.040. By letter dated December 6, 2000, the City of Ephrata voluntarily waived its rights to notice and comment and accepted Ecology's determination that the City of Ephrata is a potentially liable person under RCW 70.105D.040. Ecology issued Final Determinations of Potentially Liable Person Status to the City of Ephrata and Grant County on January 10, 2005. 5. Pursuant to RCW 70.105D.03 0(1) and-.050(1), Ecology may require PLPs to investigate or conduct other remedial actions with respect to any release or threatened release of hazardous substances, whenever it believes such action to be in the public interest. Based on the foregoing facts, Ecology believes the remedial actions required by this Order are in the public interest. 6. Under WAC 173 -3 40-43 0, an interim action is a remedial action that is technically necessary to reduce a threat to human health or the environment by eliminating or substantially reducing one or more pathways for exposure to a hazardous substance, that corrects a problem that may become substantially worse or cost substantially more to address if the remedial action is delayed, or that is needed to provide for completion of a site hazard assessment, remedial investigation/feasibility study or design of a cleanup action. 023 Agreed Order No. DE 3810 Page 7 of 22 7. The approximately 2,000 drums of industrial waste buried in the northern portion of the landfill constitute an ongoing threat to human health and the environment. Some of the contaminants detected in the groundwater at the Site are the same chemicals that are believed to be in the drums. Moreover, the drums may have deteriorated over time and released chemicals into the soil and groundwater. In addition, the County is in the process of closing and capping the portion of the landfill in which the drums are located. once the County has capped the area, it will cost substantially more to remove the drums. These circumstances warrant removal of the drums as an interim action consistent with WAC 173-340-430. 8. The Hole has been identified as a likely source of contamination of the Roza aquifer due to the presence of refuse below the water table. The groundwater found in the bottom 5 to 7 feet of the hole is contaminated. The existing extraction well provides a means to remove the groundwater from the refuse in the Hole and maintain a gradient toward the well. These circumstances warrant extraction and disposal of the water in the Hole. 9. The presumptive remedy at a municipal landfill includes closure capping, landfill gas controls and surface water controls. Constructing a cap will decrease the infiltration of water into the landfill and also decrease the amount of water moving from the refuse into the surrounding soils and groundwater. The cap will also prevent direct human and animal contact with refuse and thus with the contaminants at the site. The gas controls prevent offsite gas migration and decrease the diffusion of contaminants into groundwater. Surface water controls prevent the flow of water from offsite onto the landfill and minimize the erosion potential. Construction of these presumptive remedies will decrease the risk or potential risk of the release of hazardous substances from the landfill and is warranted. As presumptive remedies, these measures should be implemented as soon as practicable. V11. WORK TO BE PERFORMED Based on the Findings of Fact and Ecology Determinations, it is hereby ordered that PLPs take the following remedial actions at the Site and that these actions be conducted in accordance with Chapter 173-340 WAC unless otherwise specifically provided for herein. 024 Agreed Order No. DE 3810 Page 8 of 22 A. Remedial Investigation/Feasibility Study (RI/FS) 1. Remedial Investigation Work Plan a. An RI/FS Work Plan is attached as Exhibit B and is incorporated herein by this reference. b. The PLPs shall perform the tasks described in the Work Plan in accordance with the Schedule, attached as Exhibit D. Exhibit D is subject to revision as described in Section VIII.K (Extension of Schedule). 2. Remedial Investigation and Feasibility Report a. PLPs shall submit a draft remedial investigation and feasibility study (RI/FS) (Ecology Review Draft RI/FS) to Ecology in accordance with WAC 173-340-350 for Ecology review and comment by the date shown on the Project Schedule, Exhibit D. Ecology will provide written comments on the draft RI/FS within 30 days of receipt of the draft. b. Within forty-five (45) days of receiving Ecology's comments on the Ecology Review Draft RI/FS, PLPs shall submit a revised RI/FS to Ecology addressing Ecology's comments on the Ecology Review Draft RI/FS. If Ecology comments require additional sampling, a Revised Draft RI/FS will be submitted to Ecology within forty-five (45) days of receipt of the analytical results on the additional samples. If either or both PLPs disagree(s) with Ecology's comments, it may trigger the Dispute Resolution process described in Section VIII J. C. After Ecology has determined the Revised Draft RI/FS has adequately addressed Ecology's comments, Ecology will make the draft available to the public consistent with WAC 173-340-600(13)(c). Following completion of the review period, Ecology will, in cooperation with the PLPs, prepare a responsiveness summary if any public comments are received. d. Within forty-five (45) days of receipt of Ecology's responsiveness summary, the PLPs shall submit a revised RI/FS addressing issues raised during public comment. Once Ecology determines that public comments have been adequately addressed, Ecology will declare the RI/FS final (the "Final RI/FS"). 025 Agreed Order No. DE 3810 Page 9 of 22 3. Progress Deports During performance of RITS pursuant to this Order, the PLPs will submit written progress reports to Ecology. The progress reports will summarize work performed during the reporting period, and the work anticipated during the following quarter. Progress reports shall be submitted to the Ecology project coordinator by the 10th day of every second month following the effective date of the Agreed Order. 4. Performance If, at any time after the first exchange of comments on drafts, Ecology determines that insufficient progress is being made in the preparation of any of the deliverables required by this section, Ecology may complete and issue the final deliverable. B. Interim Actions 1. An Interim Remedial Action Work Plan (IRAP) is attached as Exhibit C and is incorporated herein by this reference. 2. Under the direct supervision of a registered professional engineer, licensed professional hydrogeologist, or other qualified professional, the PLPs will commence the first interim remedial action within 60 days of the date of the Agreed Order. 3. All Interim Action sampling and analysis shall be conducted pursuant to the Sampling and Analysis Plan incorporated into the IRAP. The PLPs shall perform the Interim Actions in accordance with the Health and Safety Plan incorporated into the IRAP. The PLPs will conduct compliance monitoring in accordance with the IRAP and WAC 173-340-410. 4. During performance of the Interim Action, the PLPs shall maintain detailed records including photographic documentation of substantive aspects of the work performed, including construction techniques and materials used, items installed, and tests and measurements performed. During the drum removal portion of the interim actions only, the PLPs' project coordinators or designees shall provide progress reports to Ecology's project coordinator on a weekly basis. Each progress report shall identify accomplishments for the prior week and expected accomplishments for the upcoming weeks. At all other times during the interim actions. PLPs will submit written monthly progress reports to Ecology unless an alternate a26 Agreed Order No. DE 3810 Page 10 of 22 schedule is requested by the PLPs and agreed to by Ecology in writing. The progress reports will summarize work performed during the month, and the work anticipated during the following month. Progress reports shall be submitted to the Ecology project coordinator by the 10f day of every month during which Interim Actions are underway. VIII. TERMS AND CONDITIONS OF ORDER A. Public Notices RCW 70.105D.030(2)(a) requires that, at a minimum, this Order be subject to concurrent public notice. Ecology shall be responsible for providing such public notice and reserves the right to modify or withdraw any provisions of this Order should public comment disclose facts or considerations which indicate to Ecology that the Order is inadequate or improper in any respect. If Ecology makes changes in the Order with which a PLP disagrees, the PLP may withdraw from the Order. B. Remedial Action Costs PLPs shall pay to Ecology costs incurred by Ecology pursuant to this Order and consistent with WAC 173-340-550(2). These costs shall include work performed by Ecology or its contractors for, or on, the Site under Chapter 70.1051) RCW, including remedial actions and Order preparation, negotiation, oversight, and administration. These costs shall include work performed both prior to and subsequent to the issuance of the Order. PLPs shall pay the required amount within ninety (90) days of receiving from Ecology an itemized statement of costs that includes a summary of costs incurred, an identification of involved staff, and the amount of time spent by involved staff members on the project as well as Site Logs for each staff member billing time to this project. Itemized statements shall be prepared quarterly. Pursuant to WAC 173-340-550(4), failure to pay Ecology's costs within ninety (90) days of receipt of the itemized statement of costs will result in the application of interest charges at the rate of twelve percent (12%) per annum, compounded monthly. If, however, a PLP disputes costs included in an 027 Agreed Order No. DE 3810 Page 11 of 22 Ecology itemized statement of costs incurred, the dispute resolution procedures described in Section VIII.L. below must be triggered within fourteen (14) days of receipt of the statement. C. Implementation of Remedial Action Except where necessary to abate an emergency situation, PLPs shall not perform any remedial actions at the Site outside those remedial actions required by this Order, unless Ecology concurs, in writing, with such additional remedial actions. D. Designated Project Coordinators The project coordinator for Ecology is: Cole H. Carter Solid. Waste and Financial Assistance Program Eastern Regional Office, Washington State Dep't of Ecology 4601 N. Monroe Spokane, WA 99205 (509) 329-3 609 The project coordinator for Grant County is: Derek Pohle,' P.E. Public Works Director/County Engineer 124 Enterprise Street S.E. Ephrata, WA 98823 (509) 754-6084 The project coordinator for the City of Ephrata is: Wes Crago City Administrator 121 Adler Street S.W. Ephrata, WA 98823 (509) 754-4601 The project coordinators shall be responsible for overseeing the implementation of this Order. The Ecology project coordinator will be Ecology's designated representative for the Site. To the maximum extent possible, communications between Ecology and PLPs, and all documents, including reports, approvals, and other correspondence concerning the activities performed pursuant to the terms and conditions of this Order shall be directed through the project coordinators . Ecology and PLPs may change their respective project coordinators, but must provide ten (10) days advance written notification of the change to the other parties. 028 Agreed Order No. DE 3810 Page 12 of 22 E. Performance All work performed pursuant to this Order shall be under the direction and supervision, as necessary, of a licensed professional engineer or licensed hydrogeologist, or equivalent as approved by Ecology, with experience and expertise in hazardous waste site investigation and cleanup. PLPs shall notify Ecology in writing of the identity of such engineer(s), or hydrogeologist(s), or others, and of any contractors and subcontractors to be used in carrying out the terms of this Order, in advance of their involvement at the Site. Any construction work performed pursuant to the Order shall be under the supervision of a professional engineer or a qualified technician under the direct supervision of a professional engineer. The professional engineer must be registered in the State of Washington, except as provided in RCW 18.43.130. For well construction, supervision by a licensed geologist is appropriate and allowed. F. Access Ecology or any Ecology -authorized representative shall have the full authority to enter and freely move about all property at the Site that PLPs either own, control, or have access rights to at all reasonable times for the purposes of, inter alia: inspecting records, operation logs, and contracts related to the work being performed pursuant to this Order; reviewing PLPs' progress in carrying out the terms of this Order; conducting such tests or collecting such samples as Ecology may deem necessary; using a camera, sound recording, or other documentary type equipment to record work done pursuant to this Order; and verifying the data submitted to Ecology by PLPs. Each of the PLPs shall keep all records related to its compliance with this Order in a specified location; shall notify Ecology of that location; and shall provide Ecology access to those records upon request. PLPs shall make all reasonable efforts to secure access rights for those properties within the Site not owned or controlled by PLPs where remedial activities or investigations will be performed pursuant to this Order. Ecology or any Ecology - authorized representative shall give reasonable notice before entering any Site property owned or controlled by PLPs unless an emergency prevents such notice. All persons who access the Site pursuant to this paragraph shall comply with the approved health and safety plan, if any. 029 Agreed Order No. DE 3810 Page 13 of 22 Ecology employees and their representative shall not be required to sign any release or waiver as a condition of site property access. G. Sampling, Data Submittal, and Availability With respect to the implementation of this Order, PLPs shall make the results of all sampling, laboratory reports, and/or test results generated by it or on its behalf available to Ecology. Pursuant to WAC 173-340-840(5), all sampling data shall be submitted to Ecology in both printed and electronic formats in accordance with Section VII (Work to be Performed), and Ecology's Toxics Cleanup Program Policy 840 (Data Submittal Requirements). If requested by Ecology, PLPs shall allow split or duplicate samples to be taken by Ecology and/or its authorized representative of any samples collected by PLPs pursuant to implementation of this Order. PLPs shall notify Ecology seven (7) days in advance of any sample collection or work activity at the Site. Ecology shall, upon request, allow split or duplicate samples of any samples collected by Ecology pursuant to the implementation of this Order to be taken by PLPs or their authorized representatives provided it does not interfere with Ecology's sampling. Without limitation on Ecology's rights under Section VIII.F. of this Order, Ecology shall notify PLPs seven (7) days prior to any sample collection activity that will occur at a time when the PLPs' groundwater consultants are not scheduled to be on -site unless an emergency prevents such notice. In accordance with WAC 173-340-830(2)(a), all hazardous substance analyses shall be conducted by a laboratory accredited under Chapter 173-50 WAC for the specific analyses to be conducted, unless otherwise approved by Ecology. H. Public Participation A public participation plan is required for this Site. Ecology shall maintain the lead responsibility for public participation at the Site. However, Ecology shall work cooperatively with PLPs to develop a public participation plan for activities at the Site. The public participation plan shall authorize Ecology to delegate to PLPs all or portions of these tasks: 1. Provide information to the public, public notice, and opportunities to comment as specified in WAC 173-340-600 for upcoming activities at the Site; 030 Agreed Order No. DE 3810 Page 14 of 22 2. Prepare drafts of press releases, public notices, and fact sheets at important stages of the remedial investigation, feasibility study, and interim actions at the Site; 3. Coordinate press, public notice, and fact sheet releases before major meetings and presentations with the interested public and local government; 4. Arrange for and/or continue information repositories to be located at the following locations: a. Ephrata City Library 45 Alder Street N.W. Ephrata, WA 98823 b. Ecology's Eastern Regional Office 4601 N. Monroe Street Spokane, WA 99105 At a minimum, copies of all public notices, fact sheets, and press releases; all quality assured monitoring data; remedial action plans and reports, supplemental remedial planning documents, and all other similar documents relating to performance of the remedial actions required by this. Order shall be promptly placed in these repositories. PLPs and Ecology shall work cooperatively to implement public participation activities for the Site. This shall include the issuance of press releases, distribution of fact sheets, and participation in public meetings and presentations on the progress of the remedial actions at the Site. Participation may be through attendance at public meetings to assist in answering questions or as a presenter. In the event of a disagreement over the contents of any document or action prepared for purposes of public participation, issues shall be resolved in a mutually agreeable manner. Disagreements between PLPs' and Ecology's project managers shall be elevated to their respective section heads or directors for resolution if they cannot be resolved by the project managers. I. Retention of Records During the pendency of this Order and for ten (10) years past the period required under WAC 173 -3 51-500 for post -closure care, as areas of the landfill are closed, PLPs shall preserve 031 Agreed Order No. DE 3810 Page 15 of 22 all records, reports, documents, and underlying data in its possession relevant to the implementation of this Order and shall insert a similar record retention requirement into all contracts with project contractors and subcontractors. Upon request of Ecology, PLPs shall make all records available to Ecology and allow access for review within a reasonable time. J. Resolution of Disputes 1. In the event a dispute arises as to an approval, disapproval, proposed change, or other decision or action by Ecology's project coordinator, or an itemized billing ' statement under Section VIII.B (Remedial Action Costs), the Parties shall utilize the dispute resolution procedure set forth below. a. Upon receipt of the Ecology project coordinator's decision or the itemized billing statement, PLP has fourteen (14) days within which to notify Ecology's project coordinator of its objection to the decision or itemized statement. b. The Parties' project coordinators shall then confer in an effort to resolve the dispute. If the project coordinators cannot resolve the dispute within fourteen (14) days, Ecology's project coordinator shall issue a written decision. C. The PLP may then request Ecology management review of the decision. This request shall be submitted in writing to the Eastern Region Solid Waste Section Manager within seven (7) days of receipt of Ecology's project coordinator's decision. d. The Section Manager shall conduct a review of the dispute and shall endeavor to issue a written decision regarding the dispute within sixty (60) days of PLP's request for review. The Section Manager's decision shall be Ecology's final decision on the disputed matter. 2. The Parties agree to only utilize the dispute resolution process in good faith and agree to expedite, to the extent possible, the dispute resolution process whenever it is used. 3. Implementation of these dispute resolution procedures shall not provide a basis for delay of any activities required in this Order, unless Ecology agrees in writing to a schedule extension. 032 Agreed Order No. DE 3810 Page 16 of 22 K. Extension of Schedule 1. An extension of schedule shall be granted only when a request for an extension is submitted in a timely fashion, generally at least thirty (30) days prior to expiration of the deadline for which the extension is requested, and good cause exists for granting the extension. All extensions shall be requested in writing. The request shall specify the reason(s) the extension is needed. The request shall specify: a. The deadline that is sought to be extended; b. The length of the extension sought; C. The reason(s) for the extension; and d. Any related deadline or schedule that would be affected if the extension were granted. 2. The burden shall be on PLPs to demonstrate to the satisfaction of Ecology that the request for such extension has been submitted in a timely fashion and that good cause exists for granting the extension. Good cause includes, but is not limited to: a. Circumstances beyond the reasonable control and despite the due diligence of PLPs, including delays caused by unrelated third parties or Ecology, such as (but not limited to) delays by Ecology in reviewing, approving, or modifying documents submitted by PLPs; or b. Acts of God, including fire, flood, blizzard, extreme temperatures, storm, or other unavoidable casualty; or C. Endangerment as described in Section VIII.M. of this Order. Generally, neither increased costs of performance of the terms of an Agreed Order nor changed economic circumstances shall be considered circumstances beyond the reasonable control of the PLPs. However, because the PLPs in this circumstance are small municipalities that are: (1) subject to unpredictable revenue streams; (2) responsible for addressing unknown emergencies, disasters and threats to public health in their communities that may require significant financial resources; and (3) subject to legal and procedural budgetary constraints that may limit, or delay, the availability of financial resources, in some circumstances increased costs 033 Agreed Order No. DE 3810 Page 17 of 22 of performance or changed economic circumstances may present good cause for an extension. Ecology retains discretion to weigh such factors in granting or denying any extension. 3. Ecology shall act upon any written request for extension in a timely fashion. Ecology shall give PLPs written notification in a timely fashion of any extensions granted pursuant to the Order. A requested extension shall not be effective until approved by Ecology. Unless the extension is a substantial change, it shall not be necessary to amend this Order pursuant to Section VIII.L. when a schedule extension is granted. 4. An extension shall only be granted for such period of time as Ecology determines is reasonable under the circumstances. Ecology may grant schedule extensions exceeding ninety (90) days only as a result of a. Delays in the issuance of a necessary permit which was applied for in a timely manner; b. Other circumstances deemed exceptional or extraordinary by Ecology; or C. Endangerment as described in Section VIII.M. of this Order. L. Amendment of order 1. The project coordinators may orally agree to minor changes to the work to be performed without formally amending this Order. Minor changes will be documented in writing by Ecology within seven (7) days of verbal agreement. 2. Except as provided in Section VIII.N. of this Order, substantial changes to the work to be performed under this Order, including substantial changes to the Work Plan, shall require formal amendment of this Order. This Order may only be formally amended by the written consent of both Ecology and PLPs. a. PLPs shall submit a written request for amendment to Ecology for approval. Ecology shall indicate its approval or disapproval in writing and in a timely manner after the written request for amendment is received. If the amendment to the Order represents a substantial change, Ecology will provide additional public notice and opportunity to comment. If Ecology does not agree to a proposed amendment, the disagreement may be addressed through the dispute resolution procedures described in Section VIII.J. of this Order. 034 Agreed Order No. DE 3810 Page 18 of 22 b. Should Ecology wish to amend this Order, Ecology will notify the PLPs. If the requested amendment represents a substantial change, the Parties will provide additional public notice and opportunity to comment. If a PLP disagrees with the proposed amendment, it can request a meeting with Ecology or invoke the dispute resolution process described in Section VIII.J. of this Order. M. Endangerment In the event Ecology determines that any activity being performed at the Site is creating or has the potential to create a danger to human health or the environment on or surrounding the Site, Ecology may direct PLPs to cease such activities for such period of time as it deems necessary to abate the danger. PLPs shall immediately comply with such direction. If, for any reason, PLPs determine that any activity being performed at the Site is creating or has the potential to create a danger to human health or the environment, PLPs may cease such activities. PLPs shall notify Ecology's project coordinator as soon as possible, but no later than twenty-four (24) hours after making such determination or ceasing such activities. Upon Ecology's direction, PLPs shall provide Ecology with documentation of the basis for the determination or cessation of such activities. If Ecology disagrees with PLPs' cessation of activities, it may direct PLPs to resume such activities. If Ecology concurs with or orders a work stoppage pursuant to this section, PLPs' obligations with respect to the ceased activities shall be suspended until Ecology determines the danger is abated, and the time for performance of such activities, as well as the time for any other work dependent upon such activities, shall be extended for such period of time as Ecology determines is reasonable under the circumstances. Either PLP may utilize the Dispute Resolution Provisions of Section VIII.J. of this Order if it disagrees with Ecology's determinations regarding the existence of conditions necessitating work stoppage or the refusal to extend any affected deadlines. If, however, Ecology requires a work stoppage, the PLPs agrees to stop work during the dispute resolution process, and Ecology agrees to move expeditiously through the dispute resolution process. 035 Agreed Order No. DE 3810 Page 19 of 22 Nothing in this Order shall limit the authority of Ecology, its employees, agents, or contractors to take or require appropriate action in the event of an emergency. N. Reservation of Rights/No Settlement This Order is not a settlement under Chapter 70. l05D RCW. Ecology's signature on this Order in no way constitutes a covenant not to sue or a compromise of any Ecology rights or authority. Ecology will not, however, bring an action against PLPs to recover remedial action costs paid to and received by Ecology under this Order. In addition, Ecology will not take additional enforcement actions against PLPs regarding remedial actions required by this Order, provided PLPs comply with this Order. Ecology nevertheless reserves its rights under Chapter 70.105D RCW, including the right to require additional or different remedial actions at the Site should it deem such actions necessary to protect human health and the environment, and to issue orders requiring such remedial actions. Ecology also reserves all rights regarding the injury to, destruction of, or loss of natural resources resulting from the release or threatened release of hazardous substances at the Site. 0. Transfer of Interest in Property No voluntary conveyance or relinquishment of title, easement, leasehold, or other interest in any portion of the Site shall be consummated by PLPs without provision for continued implementation of all requirements of this Order and implementation of any remedial actions found to be necessary as a result of this Order. Prior to a PLP's transfer of any interest in all or any portion of the Site, and during the effective period of this Order, PLP shall provide a copy of this Order upon any prospective purchaser, lessee, transferee, assignee, or other successor in said interest; and, at least thirty (30) days prior to any transfer, PLP shall notify Ecology of said transfer. Upon transfer of any interest, PLP shall restrict uses and activities to those consistent with this Order and notify all transferees of the restrictions on the use of the property. 036 Agreed Order No. DE 3810 Page 20 of 22 P. Compliance with Applicable Laws 1. All actions carried out by PLPs pursuant to this Order shall be done in accordance with all applicable federal, state, and local requirements, including requirements to obtain necessary permits, except as provided in RCW 70.105D.090. A list of the required permits known at the time of entry of this Order has been included in Exhibit E. 2. Pursuant to RCW 70.105D.090(1), PLPs are exempt from the procedural requirements of Chapters 70.94, 70.95, 70.105, 77.55, 90.48 and 90.58 RCW and of any laws requiring or authorizing local government permits or approvals. However, PLPs shall comply with the substantive requirements of such permits or approvals. A list of such permits and approvals and/or the substantive requirements of those permits and approvals as they are known to be applicable at the time of entry of this Order, have been included in Exhibit E. PLPs have a continuing obligation to determine whether additional permits or approvals addressed in RCW 70.105D.090(1) would otherwise be required for the remedial action under this Order. In the event either Ecology or a PLP determines that additional permits or approvals addressed in RCW 70.105D.090(1) would otherwise be required for the remedial action under this Order, it shall promptly notify the other parties of its determination. Ecology shall determine whether Ecology or PLPs shall be responsible to contact the appropriate state and/or local agencies. If Ecology so requires, PLPs shall promptly consult with the appropriate state and/or local agencies and provide Ecology with written documentation from those agencies of the substantive requirements those agencies believe are applicable to the remedial action. Ecology shall make the final determination on the additional substantive requirements that must be met by PLPs and on how PLPs must meet those requirements. Ecology shall inform PLPs in writing of these requirements. Once established by Ecology, the additional requirements shall be enforceable requirements of this Order. PLPs shall not begin or continue the remedial action potentially subject to the additional requirements until Ecology makes its final determination. Ecology shall ensure that notice and opportunity for comment is provided to the public and appropriate agencies prior to establishing the substantive requirements under this section. 037 Agreed. Order No. DE 3810 Page 21 of 22 3. Pursuant to RCW 70.105D.090(2), in the event Ecology determines that the exemption from complying with the procedural requirements of the laws referenced in RCW 70.105D.090(1) would result in the loss of approval from a federal agency which is necessary for the state to administer any federal law, the exemption shall not apply and PLPs shall comply with both the procedural and substantive requirements of the laws referenced in RCW 70.105D.090(1), including any requirements to obtain permits. Q. Indemnification PLPs agree to indemnify and save and hold the State of Washington, its employees, and agents harmless from any and all claims or causes of action for death or injuries to persons or for loss or damage to property arising from or on account of acts or omissions of PLPs, their officers, employees, agents, or contractors in entering into and implementing this Order. However, the PLPs shall not indemnify the State of Washington nor save nor hold its employees and agents harmless from any claims or causes of action arising out of the negligent acts or omissions of the State of Washington, or the employees or agents of the State, in implementing the activities pursuant to this Order. The State of Washington agrees to indemnify and save and hold PLPs, their officials, officers, employees and contractors harmless to the extent allowed by law. IX. SATISFACTION OF ORDER The provisions of this Order shall be deemed satisfied upon PLPs' receipt of written notification from Ecology that they have completed the remedial actions required by this Order, as amended by any modifications, and that the PLPs have complied with all other provisions of this Agreed Order. X. ENFORCEMENT This Order may be enforced pursuant to RCW 70.105D.050. This Order is not appealable to the Washington Pollution Control Hearings Board. This Order may be reviewed only as provided under RCW 70.105D.060. Effective date of this Order: 1 Agreed Order No. DE 3810 Page 22 of 22 GRANT COUNTY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Commissioner Michael A. Hibbler Section Manager Solid Waste and Financial Assistance Program Eastern Regional Office (509) 329-3466 Commissioner C4WL Lj it 060 Commissioner CITY OF EPEERATA Mayor City Administrator 039 Ag cd 0 1 it] e f N 0, 1) F. 3, 14 10 22 STATE OF WAS tl I NGTON GRANT COUNIT D L 1 1 A I 4INIM, l%7'f OF E C O.LjO Gm V C Lit I I I 11,15ish ii e r C11"y (114'E P I i ", NTAA C4,L, Adlulik'Nira so Mic-l-ml A.MbIbler F."Inmicial Ea.sturt, Rc:L) oral 0 f-fice. 41. (50,9)329 1 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY In the Matter of Remedial Action by; Grant County &The City of Ephrata i TO: Grant County PO Box 37 Ephrata, WA 98823 AMENDMENT NO.3 TO AGREED ORDER No. DE 3 810 I. .AMENDMENT Agreed Order (Order) No. DE 3810 dated January 30, 2007, as amended on November 26 2012 and January 19, 2016, is hereby amended to incorporate the information and requirements' contained in this Amendment. This Amendment is issued pursuant to the Model Toxics Control Act (MTCA), RCW 70A.305.050 (1) and, except as indicated below, does not e replace or change g any of the existing requirements of the Order, which shall remain in effect. This amendment only applies to the County. The City has not agreed to comply with the requirements for remedial actions within this amendment to the Order. However, the City remains a PLP and is a signatory g rY to the Order and the first two amendments. V. FINDINGS OF FACT Section V (Findings of Fact) is amended by adding the following facts: (12) Amended Agreed Order No. DE 3810 entered into by Ecology, Grant County, and the City of Ephrata on January 19, 2016, required the potentially liable p (PLPs), ersonsGrant County and the City of Ephrata, to complete an interim remedial action at the Site, which included a pilot study of multiphase extraction (MPE) in the P 1 zone, which was saturated and was first dewatered; a pretreatment facility and evaporation pond to manage the discharges associated with 041 Amendment No. 3 to Agreed Order No. DE 3810 Page 2 of 5 dewatering and MPE; and installation of new groundwater monitoring wells along the parcel boundary north of the original landfill. The findings from the interim remedial action completed in 2017 were detailed in the report: Parametrix, 2018 (February), Multi -Phase Extraction Pilot Test, Interim Remedial Action, Ephrata Landfill. (13) The Remedial Investigation was supplemented with installation of additional monitoring wells between 2019 and 2021 to further characterize the hydraulic properties and contaminant distribution in the P1. P2, and Roza water -bearing units. Seventy-six (76) new monitoring wells were installed. Additional hydraulic slug testing and groundwater monitoring was performed to inform the Site conceptual model. The monitoring well network now includes 143 wells. The data from the supplemental investigation is detailed in the report: Pacific Groundwater Group, 2022, Results of Phase lNorth End Supplemental Investigation, Ephrata Landfill RLIFS. (15) Evaluation of cleanup technologies in the updated Feasibility Study prepared for the Site identified multiphase extraction (MPE) in the PI and P2 water -bearing zones at the location where the 2,350 drums were formerly buried on the Site. The evaluation of cleanup alternatives was updated to reflect the additional Remedial Investigation data and presented in the report: Parametrix Inc., 2022, Ephrata Landfill Remedial Investigation and Feasibility Study Completion, October 31, 2022. VI. ECOLOGY DETERMINATIONS Section VI (Ecology Determinations) is amended by adding the following: 17. Ecology has determined that the pilot test of the MPE system in the Pt water - bearing zone was successful at removing contaminant mass in groundwater and vapor in the vicinity of the drum source area. However, Ecology has not been able to determine whether 042 Amendment No. 3 to Agreed Order No. DE 3810 Page 3 of 5 expansion of the MPE system into the P2 water -bearing zone would be effective as an aspect of the final remedy, because MPE pilot testing was previously completed only within the P 1 water - bearing zone. 18. Based on results of the MPE interim action and supplemental groundwater investigation as specified above, Ecology is requiring Grant County to perform the interim actions described in the Scope of Work and the Schedule of Deliverables and Actions, attached as Exhibits A and B . 19. Based on all information known to Ecology, Ecology has determined that the interim actions required herein are necessary to reduce a threat to human health or the environment by substantially reducing one or more pathways for exposure; to correct a problem that may become substantially worse or cost substantially more to address if the remedial action is delayed; or are needed to provide for completion of the remedial investigation/feasibility study or design of the cleanup action in accordance with the Washington Administrative Code (WAC) Chapter 173- 340-430(1). Performing the interim action will result in a partial cleanup of the Site and is consistent with WAC 173-340-430. 20. Ecology believes that the additional work to be performed as an interim action is in the public interest. VII. WORK TO BE PERFORMED Section VII (Work to Be Performed) is amended by adding the following actions: E. Grant County shall furnish all personnel, materials, and services necessary for, or incidental to, the planning, initiation, completion, and reporting of the interim actions summarized below and further detailed in the Scope of Work (Exhibit A) and Schedule of Deliverables and Actions (Exhibit B). Prepare and submit for Ecology's review and approval draft and final versions of an Interim Action Work Plan that outlines the planned restart operation of the 043 Amendment No. 3 to Agreed Order No. DE 3810 Page 4 of 5 existing pilot system in the P1 water -bearing zone after making necessary repairs and updates, and continue seasonal operation until MPE system expansion begins. • With Ecology approval, implement the final approved Interim Action Work Plan for the existing P 1 water -bearing zone. • Prepare and submit for Ecology's review and approval draft and final versions of an Interim Action Work Plan that outlines the planned operation of an expanded MPE system in the P 1, P2, and Roza water -bearing zones. • With Ecology approval, implement the final approved Interim Action Work Plan for the expanded MPE system. • Evaluate and identify, as appropriate, groundwater monitoring to evaluate MPE system performance and impacts on groundwater quality in the P 1, P2, and Roza water -bearing zones. • Complete an assessment of natural attenuation of the Site contaminants of concern (COCs) in groundwater, including geochernical parameters, for evaluation of downgradient biotic and abiotic attenuation of contaminants. Exhibits A and B are incorporated by reference and are an integral and enforceable part of the Order. The work to be performed is to conduct additional interim actions. Grant County shall commence work and thereafter complete all tasks in Exhibit A in the time frames and framework provided in Exhibit B unless Ecology grants an extension in accordance with Section VIII.K, or unless provided otherwise in the Order. Each Element of Exhibit A shall be implemented and completed in accordance with MTCA (Chapter 70A.305 RCW) and its implementing regulation (Chapter 173-340 WAC) as amended, and all applicable federal, state, and local laws and regulations. IM Amendment No. 3 to Agreed Order No. DE 3810 Page 5 of 5 VHL TERMS AND CONDITIONS OF ORDER Section V1111 (Terms and Conditions of Order) is amended by replacing the applicable language in the identified sub -sections as follows: A. Public Notices (replace in whole) Agreed Order No. DE 3810, Amendment Nos. 1, 2, and 3 to the Order have been the subject of public notice and comment pursuant to WAC 173-340-600. D. Designated Project Coordinators The project coordinator for Ecology is: Kristin Beck Department of Ecology Eastern Regional Office 4601 N Monroe Spokane, WA 99205-1295 The project coordinator for Grant County is: Sam Castro, C.P.0 Public Works Director 124 Enterprise Street SE Ephrata, WA 98823 Effective date of this Amendment: 7/3/2024 Ek" Amendment No. 3 to Agreed Order No. DE 3810 Page 6of5 GRANT COUNTY '5-ZY Z'f Chair Commissiorter, Cindy Carter Vice Comm' sinner, Danny Stone Commis Z Jones STATE OF WASIHNGTON, DEPARTMENT OF ECOLOGY .. ..' 7/3/2024 Section Manager, TCP, Central Region Office on behalf of Nicholas M. Acklam Section Manager Toxics Cleanup Program Eastern Region Office Telephone: (509)818-7457 Exhibit A Scope of Work EXHIBIT A SCOPE OF WORK PURPOSE The work under this Amendment No. 3 to Agreed Order No. DE 3810 (AO) involves conducting Interim Actions at the Grant County Ephrata Landfill site (Site) for the treatment of groundwater and soil gas contaminated with volatile organic compounds (VOCs) and non -aqueous phase liquid (NAPE). A remedial action implemented prior to completing the Cleanup Action Plan is an interim action and must be implemented in accordance with WAC 173-340-430, the AO, and its amendments. Interim. actions: 1. are technically necessary to reduce a threat to human health or the environment by eliminating or substantially reducing one or more pathways for exposure to a hazardous substance; 2. correct a problem that may become substantially worse or cost substantially more to- address if the remedial action is delayed; or 3. are needed to provide for completion of the remedial investigation/feasibility study or design of the cleanup action. The Washington State Department of Ecology (Ecology) has determined that these interim actions can be designed and implemented in a manner that does not foreclose any other reasonable alternatives for the final cleanup action that may be required for the Site. The Grant County shall coordinate with Ecology and provide progress updates and draft deliverable review to Ecology during the development of the deliverables associated with this work and during implementation of the interim actions. Grant County shall keep Ecology informed of any significant changes and of any issues or problems as they develop during the performance of the interim actions. Grant County shall prepare electronic copies of the agency -review draft deliverables and submit them to Ecology for review. After incorporating Ecology's comments on the agency -review draft deliverable and after Ecology approval, Grant County shall prepare and submit an electronic copy and one hard copy of the final deliverable. Electronic files shall be submitted in their native file format and, for files that can be saved as such, Adobe (.pdf) format. Schedule compliance will be based on submittal of electronic files, with transmittal of hard copies within 2 weeks following electronic submittal. Once approved by Ecology, Grant Countywill implement the work according to the SCHEDULE OF DELIVERABLES AND ACTIONS (Schedule) (Exhibit B). Page 1 of 9 047 Exhibit A Scope of Work TASKS AND DELIVERABLES The Scope of Work (SOW) is divided into seven major tasks: Task 1. Operation of Existing P1 Infrastructure Task 2. Interim Action Work Plan (IAWP) Task 3. Multi -phase Extraction (MPE) System Expansion Task 4. Pilot Testing Task 5. Interim Action Progress and/or Completion Report (IAPR, IACR) Task 6. Interim Action Monthly Performance Reports Task 7. Groundwater Monitoring Reports Task 1. Operation of Existing PI MPE System Grant County shall begin operation of the existing PI MPE system to implement MPE while the IAWP is developed. The following subtasks shall comprise this task: 1. Development of an existing PI system work plan for the repairs and replacements, monitoring and sampling, and health and safety.requirements needed to restart and operate the existing MPE system. This work plan should be commensurate with the amount of work occurring, and should reference the original work plan, operation and maintenance (O&M) manual, and other documentation related to the 2017 pilot testing as necessary to outline the planned operation of the system and any changes that will be made. 2. Reinstall well pumps, repair pipes, and restart the existing MPE system. Commence ongoing system operation, maintenance, monitoring, and sampling during the months of April through October until the system needs to be shut down to allow for construction of the expanded MPE system, as outlined in Task 3 below. Task 2. Interim Action Work Plan Grant Countyshall prepare an IAWP prior to implementation of the pilot tests. An agency -review draft IAWP will be submitted for Ecology review and approval. The IAWP will be prepared with detail connnensurate with the work to be performed and in accordance with WAC 173-340-430 and will include, as appropriate: * Description of the interim actions including their purpose, general requirements, and relationship to the proposed (final) cleanup action; 0 Summary of relevant information from site investigations or previous interim actions that are relied upon in the IAWP, such as existing MPE system construction records and O&M manuals, well installation data, groundwater elevations, contaminant concentrations, and groundwater screening levels applicable to the interim action; Page 2 of 9 048 Exhibit A Scope of work • Preliminary engineering design and construction information, as applicable, in accordance with WAG 173-340-400; • An O&M plan developed in accordance with WAC 173-340-400(4)(c), to the extent feasible using the existing O&M manual, and representative operation and control strategies for planned new facilities and equipment; • Identification of potential treatment waste streams, including consideration of any reagents that might be used, their potential concentrations, applicable waste management regulations, and waste management procedures; • Health and Safety Plan (HASP) that meets WAC 173-340-810 requirements; • Sampling and Analysis Plan (SAP) and Quality Assurance Project Plan (QAPP) that meets WAC 173-340-820 requirements. The SAP/QAPP should include sampling components for protection and performance monitoring that would be included in a Compliance Monitoring Plan (CMP) in accordance with WAC 1.73-340-410, including any additional groundwater sampling needed to fully inform a natural attenuation analysis for the dissolved phase plume; • Identification of any necessary permits required prior to MPE system expansion, and substantive requirements of law or regulation for which MTCA creates a permit exemption. The IAWP shall detail the following: 1. Proposed Well Layout for Extraction and Soil Vapor Extraction (SVE) and/or Venting Outline the expansion area of the MPE system, including .a description of the wells used for extraction the process for determining the effects of SVE or venting on radius of influent p g g e, and planned steps for optimization after MPE system expansion. Describe the steps for identifying wells to be tested for venting (admitting air into the extraction zone to increase the subsurface gas flow toward extraction wells). 2. Expansion and/or Replacement of MPE Infrastructure Summarize preliminary plans to expand the existing MPE infrastructure, such as piping, fittings, pumps, transducers, building size, electrical power supply capacity, and any other ancillary systems so that the system can accommodate the estimated needs for additional pilot tests. The MPE system shall be designed for at least 5 years of annual seasonal operation from approximately April through October in the P1, P2, and Roza aquifers. Page 3 of 9 049 Exhibit A Scope of Work 3. Assessment of Prior Pilot Test Recommendations Outline how the recommendations in the previous pilot test report (Parametrix and Pacific Groundwater Group 2018) will be implemented, including any changes resulting from well network expansion and/or additional monitoring since the previous test. The prior recommendations included: • Above ground design considerations; • Equipment upgrades; • Operation processes to enhance MPE operation and SVE effectiveness; and • Updates to liquid and vapor treatment trains. 4. Outline of Expected Pilot Study Sequencing Present an outline of the pilot study test sequence. The following pilot test sequence may include: ® Sampling and gauging P 1 water -bearing zone wells prior to any dewatering; ® P 1 zone dewatering without vacuum; 0 Water level monitoring; 0 Periodic liquid treatment train sampling; Application of vacuum to PI wells; 0 Periodic vapor treatment train sampling at the start of PI zone vacuum. application; 0 Evaluation of MPE system vacuum influence; 0 Startup and testing of the P2 zone system concurrent with ongoing operation of the PI zone system., ! I 0 Evaluation and subsequent application of MPE to the Roza water -bearing zone by following the general sequence outlined above, concurrent with ongoing operation of the P1 and P2 zone systems. 5. Assessment of Treatment Train Capacity and Cost Assess the capacity of the treatment system components to ensure that the system is capable of treating the full MPE system flow; and propose modifications to the system if needed to ensure reliable seasonal operation for at least 5 years. 6. Preliminary MPE System Expansion Design Information Describe preliminary engineering design updates to the existing system plans and specifications, including: Page 4 of 9 050 Exhibit A Scope of Work • Treatment system description; • Outline of the process for adjusting vacuum pressure used in the system; • Estimate of groundwater and vapor extraction rates; • System inlet and outlet concentrations and estimated treatment efficiency; • Identification of generated waste streams and waste management processes; • Identification of treatment byproducts, their concentrations, any regulatory requirements applicable to the byproducts, and any necessary management requirements. 7. Groundwater Monitoring Plan Outline planned groundwater monitoring to be completed during the interim actions to assess system impacts to groundwater. The groundwater monitoring plan shall reference the SAP and QAPP whenever possible to reduce redundancy. Task 3. Multiphase Extraction System Expansion Grant Countyshall develop plans, specifications, and estimates (PS&E) for expansion of the MPE system consistent with the approved IAWP and state law. PS&E shall include applicable engineering design and construction information, as specified in WAC 173-34Oy-400, including a construction schedule and personnel roles and responsibilities. Grant County shall provide the draft PS&E at the thirty (30), sixty (60), and ninety (90) percent design completion levels for Ecology review and comment. Grant County shall obtain Ecology's approval of the final PS&E prior to advertisement for bids. Grant Countyshall notify Ecology of the notice to proceed, substantial completion, and beneficial occupancy dates. The required construction schedule shall be consistent with the Schedule (Exhibit B). Grant County shall solicit bids and administer the construction contract consistent with the applicable requirements of the Revised Code of Washington (RCW) and Washington Administrative Code (WAC). Grant County shall submit construction documentation to Ecology following substantial completion in accordance with the Schedule. Construction documentation shall include O&M manuals provided by the contractor, record drawings, and an updated O&M Plan developed in accordance with WAC 173- 340-400(4)(c). Task 4. Pilot Testing Grant Countyshall conduct pilot tests consistent with the approved IAWP for the duration of the Page 5 of 9 051 Exhibit A Scope of Work interim actions. Grant County shall conduct full system pilot testing for at least 2 years, or longer if required by Ecology, ending the pilot testing when approved by Ecology. Full system pilot testing means dewatering and vapor extraction from all extraction wells, monitoring, and sampling from approximately April through October (extraction season) and monitoring and sampling only from approximately November through March (off season) in accordance with the IAWP. Task 5. Interim Action Progress and/or Completion Report Grant County and its technical consultant will develop an Interim Action Progress Report (IAPR) following completion of Tasks 1-3 and after the first two years of full system pilot testing (Task 4).- The IAPR shall include, but not be limited to: • A summary of the work completed, any deviations from the work plan(s), vapor monitoring results, and relevant groundwater monitoring results; • A summary of MPE system performance, mass recovery and treatment system efficiency for the first two years of full system pilot testing; and • Assessment of the MPE system performance, including any recommendations to improve system performance. Grant Countywill develop an Interim Action Completion Report (IACR) following completion of Tasks 1-3 and after Ecology determines that pilot testing (Task 4) is complete. Should Ecology determine that the pilot testing is complete after the first two years of fall system operation, the IACR will replace the IAPR. Should pilot testing continue for more than two years, the IAPR will be developed as described above and the IACR will address additional data and analysis starting with the third year of full system operation until the pilot testing ends. The IACR shall include, but not be limited to: • A summary of the work completed, any deviations from the work plan(s), vapor monitoring results, and relevant groundwater monitoring results; • A summary of MPE system performance, mass recovery and treatment system efficiency for two or more years (through the. end of testing) of full system pilot testing; and • Assessment of the MPE system -performance, including any recommendations to improve system performance. ,Task 6. Interim Action Monthly Performance Reports By the 151 of the month following the effective date of this Agreed Order Amendment and Page 6 of 9 052 Exhibit A Scope of Work thereafter through the end of the interim actions, Grant Countyshall submit a Monthly Performance Report to Ecology that details: 1. Site -related activities that have taken place during the reporting period, including progress on upcoming deliverables; 2. Detailed description of any deviations from required tasks not otherwise documented in project plans or amendment requests; 3. Any proposed changes to the tests described in the Existing PI System Work Plan or IAWP, along with rationale; 4. Detailed description of any deviations from the Scope of Work (this exhibit) and Schedule (Exhibit B) during the reporting period, and any planned deviations in the upcoming reporting period; - - 5. For any deviations in schedule, a plan for recovering lost time and maintaining compliance with the Schedule (Exhibit B); 6. All raw data (including laboratory analyses) received. during the previous month together with a detailed description of the underlying samples collected; 7. Summary results of field measurements and monitoring, including: • Cumulative records of liquid and vapor flow through the treatment system; • Calculated liquid and vapor phase treatment efficiencies where treatment system inlet and discharge concentrations are available; • Volume of phase -separate NAPL in the oil -water separator; • System operating parameters including vacuum, well vapor train valve positions, and well pump cycle counts; 8. Summaries of system performance metrics and statistics; 9. Summaries of extraction network metrics and statistics; 10. Estimates of VOCNAPL mass removed from groundwater and vapor; and 3 11. A list of deliverables for the upcoming reporting period, if different from the Schedule (Exhibit B). Task 7. Groundwater Monitoring Reports Grant Countywill produce semiannual groundwater monitoring reports that incorporate, but are not limited to, the following: • Summary tables of all groundwater monitoring data for the sampling period; • A brief summary of statistical results and/or any statistical trends for the monitoring period and since 2017; Page 7 of 9 053 Exhibit A Scope of Work • A copy of potentiometric surface maps for each groundwater monitoring event that occurred during the monitoring period; • A summary of groundwater flow rate and direction, including analysis of any changes in flow rates or direction due to recent MPE system operation; • A summary of geochemical parameters, including cation -anion balances and trilinear diagrams, as appropriate; and, • An updated evaluation of system operation with respect to groundwater monitoring data; contaminant fate and transport; contaminant mass removal rates in groundwater; natural attenuation of indicator hazardous substances in groundwater; and/or exposure pathways, if applicable. Grant County or its contractors shall submit all sampling data generated under this AO to Ecology for entry into Ecology's electronic data management system in accordance with WAC 173-340-840 and Ecology's Toxics Cleanup Program relevant policies. Validated data is required to be in Ecology's electronic database within 30 days of submittal of the associated semiannual groundwater monitoring report. Page 8 of 9 054 Exhibit A Scope of Work REFERENCES Parametrix and Pacific Groundwater Group. 2018. Multi -Phase Extraction Pilot Test Interim Remedial Action Ephrata Landfill. Prepared by Parametrix, Seattle, WA. February 2018. Page 9 of 9 055 Exhibit B Schedule of Deliverables and Actions EXHIBIT B SCHEDULE OF DELIVERABLES AND ACTIONS The schedule for deliverables and actions described in Amendment No. 3 to the Agreed Order (AO) and Scope of Work (SOW) is presented below. References to days in the schedule are calendar days. If the submission date of any item or notification required by this schedule occurs on a weekend, state, or federal holiday, the date for submission of that item or notification is extended to the next business day following the weekend or holiday. When the start date of dewatering (i.e., for restart of the existing P multi hase extraction [MPE] system or startup of the expanded system) would be after September 1 based on the sequence and time intervals in the table below, the start date will be postponed to the following April 1. Where a deliverable due date is triggered by Ecology notification, comments, or approval, the starting date for the period shown is the date the potentially liable persons (PLPs) receive such notification, comments, or approval. Where triggered by Ecology receipt of a deliverable, the starting date for the period shown is the date Ecology receives the deliverable. ModificatioAs to this schedule will be granted in accordance with the -process described in Section VIIIX of the original Agreed Order, dated January -10-2007. Task Deliverables/Actions Completion Times I Submittal of Ecology- 30 days following the effective date of review draft of Existing P I Amendment No. 3 to AO No. DE 3 810 System Work Plan Begin operation of Existing 45 days after Ecology approves the Existing P I P I System System Work Plan; restart the system and continue seasonally as described in the SOW until shutdown is required at the time of MPE expansion. 2 Submit Ecology -review 120 days following the effective date of draft Interim Action Work Amendment No. 3 to AO No. DE 3 810 Plan (IAWP) for MPE expansion Submit the proposed final 30 days following receipt of Ecology comments draft IAWP and comment on Ecology -review draft IAWP response summary Submittal of the final IAWP 7 days after receipt of any final Ecology to Ecology comments and/or approval of the proposed final IAWP 3 Submit Ecology -review 120 days after Ecology approval of the IAWP draft 30% plans, specifications, and estimates (PS&E)for MPE Page I of 2 056 Exhibit B Schedule of Deliverables and Actions Task Deliverables/Actions Completion Times expansion Submit Ecology -review draft 60% PS&E 90 days after receipt of Ecology comments on the 30% PS&E Submit Ecology -review draft 90% PS&E 60 days after receipt of Ecology comments on the 60% PS&E Start NIPE expansion construction (notice to 4 months after receipt of Ecology comments on the 90% PS&E proceed date) Substantially complete MPE Expansion 6 months after notice to proceed date. construction (substantial completion) Submit contractor -provided operation and maintenance 60 days after substantial completion (O&M) Manuals, Construction Record Drawings, and Updated O&M Plan to Ecology 4 Start the expanded pilot 30 days after substantial completion tests End the pilot tests After at least 2 years of full system pilot testing, and with Ecology approval 5 Submit Ecology draft Interim Action Progress Repart _(1APR) 90 days after 2 years of fall system operation (replaced by completion report if Ecology notifies the PLPs that pilot testing can end) Submit proposed final IAPR to Ecology 30 days after receipt. of Ecology comments. on the draft IAPR Submit final LA. -PR to Ecology 7 days after receipt of any final Ecology comments and/or approval of the proposed final IACR Submit Ecology -draft IACR 90 days after Ecology notifies the PLPs that the -- pilot testing can end Submit proposed final IACR to Ecology 30 days after receipt of Ecology comments on the draft IACR. Submit final IACR. to Ecology 7 days after receipt of any final Ecology comments and/or approval of the proposed final IACR 6 Interim Action Monthly Performance Reports Due to Ecology on the 151 of month following the effective date of Amendment No. 3 to AO No. DE 3810 7 Groundwater Monitoring Reports Semi-annual reports submitted within 60 days of the end of each extraction season and each off season Electronic data submittal to 30 days following submittal of the associated Ecology semi-annual _groundwater monitoring report Page 2 of 2 057 B *lts u i of�-% MPE- y fi S m I - T 1 #2 MPE PRETREATMENT SYSTEM SELLAND-EPHRATA LANDFILL 3803 NEVA LAKE ROAD NW EPHRATA, WASHINGTON 98823 SENECA 30B #1716024 law_ 01 - - --------- TITLE DIAGRAM E01 THREE LINE AC WIRING DIAGRAM -- POWER DISTRIBUTION SYSTEM 02 SYMBOL & LEGEND DIAGRAM E02 THREE LINE DIAGRAM - 120/204Y VOLTS - LP-1 03 PROCESS AND INSTRUMENTATION DIAGRAM - LTT#1 MODEL DN-PTlSe E03 MAIN CONTROL PANEL - POWER WIRING 04 PROCESS AND INSTRUMENTATION DIAGRAM - VTT#2 MODEL Did-SVE150-AC20 E04 MAIN CONTROL PANEL - PLC DISCRETE INPUTS - EXPANSION UNIT #1 05 PROCESS AND INSTRUMENTATION DIAGRAM - VTT#2 AIR COMPRESSOR E05 MAIN CONTROL PANEL - PLC DISCRETE INPUTS - EXPANSION UNIT #2 06 EQUIPMENT LAYOUT - LTT#1 & VTT#2 E0 6 MAIN CONTROL PANEL - PLC DISCRETE INPUTS - EXPANSION UNIT #3 07 LIQUID PLUMBING DETAIL - LTT#1 & VTT#2 E07 MA� IN CONTROL PANEL, - PLC DISCRETE OUTPUTS - EXPANSION UNIT # 4 08 STf- ELECTRICAL CLAS j_!-ICATION - LTT#1 & VTT#2 E08 MIA I N CONTROL PANEL - PLC A - NAIOG INPUTS - EXPANSION UNIT #5 'ANZOG 09 FOUNDATION PLAN E09 MAIN CONTROL PANEL - PLC INPUTS - EXPANSION UNIT #6 10 CONTAINER SECTION LTT#1 E10 MAIN CONTROL PANEL - PLC ANALOG INPUTS - EXPANSION UNIT #7 11 CONTAINER SECTION VTT#2 Ell MAIN CONTROL PANEL - PLC ANALOG INPUTS - EXPANSION UNIT #8 12 EXTERIOR ELEVATION CONTAINER LTT#1 & VTT#2 E12 MAIN CONTROL PANEL - PLC ANALOG INPUTS - EXPANSION UNIT #9 13 INTERIOR ELEVATION LTT#1 (NORTHEAST SIDE) E13 MAIN CONTROL PANEL - MOTOR CONTROLS 14 INTERIOR ELEVATION VTT#2 (SOUTHWEST SIDE) E14 CP-101 - MOTOR CONTROL PANEL 15 EXTERIOR ELEVATION LTT#1 (NORTHEAST SIDE) E15 MAIN CONTROL PANEL DISCRETE INTRINSIC BARRIER 16 EXTERIOR ELEVATION LTT#1 (SOUTHWEST SIDE) E16 MAIN CONTROL PANEL ONE LINE DIAGRAM 17 EXTERIOR ELEVATION VTT#2 (NORTHEAST SIDE) E17 MAIN CONTROL PANEL SWING/BACK PANEL LAYOUT 18 EXTERIOR ELEVATION VTT#2 (SOUTHWEST SIDE) E18 MAIN CONTROL PANEL w BI'Ll., OF MATERIAL 19 UTILITY COORDINATION LTT#1 (NORTHEAST SIDE) 20 UTILITY COORDINATION LTT#1 (SOUTHWEST SIDE) 21 UTILITY COORDINATION VTT#2 (NORTHEAST SIDE) 22 UTILITY COORDINATION VTT#2 (SOUTHWEST SIDE) 23 ROOF PLAN LTT#1 & VTT#2 24 CONTAINER LONGITUDINAL SECTION LTT#1 & VTT#2 25 OIL/WATER SEPARATOR ELEVATION DETAIL 26 KNOCK OUT TANK ELEVATION DETAIL 27 WASTE COLLECTION TANK ELEVATION DETAIL Ott, 14" sm A P. s'. 4473 REGISTERED PROFESSIONAL ENGNEER OF o \4i Z-7 SYMBOL SPECIFICATION INSTRUMENT TYPE: PS PRESSURE SWITCH SL STATUS LAMP PI PRESSURE INDICATOR PC PRESSURE CONTROL PT PRESSURE TRANSDUCER VI VAC" INDICATOR FE FLOW ELEMENT TSH TEMPERATURE SWITCH HIGH FI FLOW INDICATOR DP DIFFERENTIAL PRESSURE FQI FLOW METER (TOTALIZING) PSL PRESSURE SWITCH LOW FT FLOW TRANSMITTER PSH PRESSURE SWITCH HIGH Cl CAPACITIVE SENSOR LSHH LEVEL SWITCH HIGH HIGH TI TEMPERATURE INDICATOR LSH LEVEL SWITCH HIGH TT TEMPERATURE TRANSDUCER LSL LEVEL SWITCH LOW TS TEMPERATURE SENSOR HVS HIGH VACUUM SWITCH TSH TEMPERATURE SWITCH VSL LOW VACUUM SWITCH MJ MECHANICAL JOINT SOL SOLENOID LEL EXPLOSIVITY METER LINE DESIGNATION: 2 --- XXX - YY - Z SIZE IN Il�hsE`s XXX: PROCESS LINE ABBREVIATION AIR AIR, ATMOSPHERIC PRESSURE ASP AIR SPARGE $W SACKWASH CA COMPRESSED AIR CGW CONTAMINATED GROUNDWATER D BRAIN EFF EFFLUENT EXH EXHAUST GW GROUNDWATER NFW NON -POTABLE WATER P PRODUCT PW POTABLE WATER S SANITARY SL SLUDGE SP SAMPLE PORT SS STORM SEWER TF TOTAL FLUIDS V VENT VAP VAPOR YY: PIPING DESIGN TABLE ABBREVIATION CPVC CHLORINATED POLYVINYL CHLORIDE CSP CARBON STEEL PIPE COP COPPER PIPE CMP CORRUGATED METAL PIPE CIP CAST IRON PIPE DIP DUCTILE IRON PIPE GAL GALVANIZED STEEL PIPE PE POLYETHYLENE PIPE PP POLYPROPYLENE PIPE PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RUB RUBBER HOSE SSP STAINLESS STEEL PIPE VCP VITRIFIED CLAY PIPE SG SIGHT GLASS INSTRUMENTATION CONTROLS & EQUIPMENT MOTOR Ey DTSCLONNECT SWITCH, UNFUSED J ; PUMP ` I ,r DTSCCNNECT SWITCH, FUSED MOTOR STARTER i l? BLOWER `I\ INTERLOCK HOA HAND, OFF, AUTO VALVES, FITTINGS & PIPING r,;Iq HAND CONTROL -____- EXPANSION 30INT/SLEEVE Lai SLOWDOWN -- HOSE CONNECTION GATE VALVE STRAINER CLOSED VALVE ice} GLOBE VALVE i4 PLUG (� CHECK VALVE J PIPE CAP i` TRU UNION BALL/CHECK VALVE SLIP UPDRAFT VENT CAP PLUG BALL VALVE ELBOW - TURNED UP TRU UNION BALL VALVE 0 4-" ELBOW - TURNED DOWN 1—GQ BUTTERFLY OR DAMPER r ELBOW - 900 NEEDLE VALVE X DIAPHRAGM VALVE ELBOW - 4S° THREE WAY VALVE ELECTRIC CONTROL GATE ELBOW - LONG RADIUS ' ELECTRIC BUTTERFLY rr� l OR DAMPER A. _ REDUCING ELBOW j CONNECTION t BLEED OR PURGE 01-- QUICK CONNECT COUPLING AIR RELEASE VALVE -- BUSHING S; SOLENOID VALVE REDUCER (CONCENTRIC) ojI VACUUM RELIEF VALVE TEE - REDUCING PRESSURE RELIEF VALVE --l--:•}?- TEE - OUTLET UP ANTI -SIPHON VALVE ,2, +G TEE - OUTLET DOWN q FOOT VALVE -h=-+-- TEE nti - FLEXIBLE PIPE .F SAMPLE PORT i FLEXIBLE PIPE f� REGULATOR - CROSSOVER L FLANGED CONNECTION i FLOW CONTROL VALVE (NON4p3U5TABLE) -� SCREWED CONNECTION i FLOW CONTROL VALVE (ADJUSTABLE) 1'. UNION r ARCHITECTURAL SYMBOL DESIGNATIONS KEY NOTE IDENTIFICATION SPECIAL CONSTRUCTION NOTES i PLAN NOTE IDENTIFICATION 2' VERTICAL GRID REFERENCE LINE i HORIZONTAL GRID REFERENCE LINE k -- INDICATES SECTION/DETAIL NUMBER ez._� INDICATES DRAWING, SHEET ON WHICH SECTION/DETAIL IS SHOWN ---INDICATES SECTIONIDETAIL NUMBER [1/02j '-..__INDICATES DRAWING SHEET ON WHICH SECTION/DETAIL IS SHOWN 'INDICATES AREA, SHOWN IN \Z� REFERENCED (- DETAIL i ELEVATION REFERENCE al , DRAWING NUMBER h ` __INDICATES SECTION / DETAIL NUMBER SECTION CUT fl -- ---- -.- --- — �J` INDICATES DRAWING SHEET ON WHICH SECTION IS SHOWN -TITLE/TYPE OF DRAWING $ — — SCALE OF DRAWING er•••,. �• 9Aun REGSTERED pROEESS!��'� E'riGr�LER J 44COUPLING j SPECTACLE FLANGE 'frr1r1�rl•'••••�•b ELECTRICAL SYMBOLS Z�rGr; T r r 7,7 NORMALLY OPEN FLOAT SWITCH f THREE PHASE MOTOR 1� - FUSE (BOX) — - ENCLOSURE CY'r p NORMALLY CLOSED FLOAT SWITCH T o- ��� INTRINSICALLY SAFE CONTROL MODULE �"" NOT CONNECTED ---it— NORMALLY OPEN CONTACT 7�i� L; SINGLE PHASE MOTOR CONNECTED --i�-- NORMALLY CLOSED CONTACT H, N, © SEAL -OFF 0 DEVICE TERMINAL OPEN � CLOSED CONTROL TRANSFORMER 011 CONTROL TERMINAL l ox t_ t TWO POSITION SWITCH X� X 1- GROUND 0EXTERNA L. 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UI4'1LW SJMfAG• �' 6 J sj N z Y H o Q7 xQo�Zj it A' W i 31 n z z M h� •14473 • ` •� REGISTERED x �= PROFESSIONAL ENGINEER a OF •fit 6 .. /J !p W A •• �• f tfrrf1i11 �!♦. / es/x722els %BALM 9Y: nArtezCK ► RALL 3 1-7 GJ u;Eafu NY: lf4'=1' i!>G7 EC7 N0: 17 0x ROOF PLAN LTT#Z & VTT#2 ((F.V ho 0.1 DAI P. eal"18/2016 06 09/06/M16 07 08 1 69-n-4nol-6- 89"W'.916 69 lo 09/207.,eu le"05nen Lltwlw LTT#2 MODEL DN-PTISS xl 12 --- le/WfAO14 -------- 1011.4/2916 13 14 16/1812016 18l242316 is IF 0 0 4) 0 r7o� Has 'a f -5 MR k �q -8 14473'*"t REGISTERED VTT#2 MWEL ON-5VE-ISOAC20 PROFESSOX ENGINEER • OF C C WIRRAl L -7 - CY: A Imull 23 CONTAINER LONGITUDINAL SECTION LTT#1 & VTT#2 LTT#1 MWEL DN-PT150 . . . . . . . . . . . V . . . . . . . . . . . i t SAPs i Irl" hwmv (A-Vmjma6?) him M"'m IUA slift Sim 14 fAXt r.*WXA!rM f I (1,vmj86*0 sit PLYWvp ("•-tuf.*.rw -M-Bie Pi'Wf--* sk" All" cmr&u~ or tr w4l. V4 a, V"y tem vda-mm'-MR n,44 -Mas VTT#2 MODEL ON-SVE-150AC20 ra 3s SAM STM s" —vw 2-.1 16 "Al- VIM. 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CM',AIWN so" RM f VV t-LYW= (ft-VALLW.0.33t) It Pmtw RWM t'"'AlloN 1-1/4' MAIM PLVWMaA 16 am" SrvfL SFW Cft f Mm a r UP WAL - ---- . ..... - L A- L "TIts "o" PltW AM (114AUX 3.lfr.*R-M -Z) saft F MU r 144T3 REGISTERED PROFESSIONAL ENGINEER OF ls� ell, URAMIllyt DARRICK WDARALL coca go by: cm 4DLAH ,ULE e, Current Code Cycle: 2014 NEC, 2014 WAC296.46B Raceways for each Container VIT Container Exchanizer Air Compressor I C-1 XTT Container ColorHeat .. --_-_-� 1 -� ---� Notes: Electrical Items that need to be completed on site: 1) Connect 480V supply to Container VTT#2 2) Connect site portion of the Grounding Electrode system 3) Connect Interlocks for 48OV,120/208V, Intrinsic and Low Voltage Non -I ntri nslc terms nal boxes from Container VTT #2 to LTT #1. 4) Electrical Authority having jurisdictlon for this site Is: �p-5M.S� LTT#1 CONDUCTORS ORIGINATING ��r H �Sy��nJ+y '�`�' NEC 210.5C(B) THE METHOD UTILIZED FOR IDENTIFYING WITHIN EACH BRANCH CIRCUIT PANELBOARD SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD OR SIMILAR DISTRIBUTION EQUIPMENT. NEC 225.37 WHERE A BUILDING OR STRUCTURE HAS ANY COMBINATION OF FEEDERS, A c CiSTE¢� BRANCH CIRCUITS, OR SERVICES PASSING THROUGH IT OR SUPPLYING IT, PERMANENT PLAQUE OR DIRECTORY SHALL BE INSTALLED AT EACH FEEDER AND �S��UNAL 6` BRANCH -CIRCUIT DISCONNECT LOCATION DENOTING ALL OTHER SERVICES, FEEDERS, OR BRANCH CIRCUITS SUPPLYING THAT BUILDING OR STRUCTURE OR PASSING THROUGH THAT BUILDING OR STRUCTURE AND THE AREA SERVED BY EACH. • F j NEC 501.15 CONDUIT SEALS SHALL NOT BE POURED IN THE FACTORY UNTIL THE FACTORY ASSEMBLED STRUCTURE INSPECTOR HAS APPROVED THE INSTALLATION OF THE RACEWAYS, CONDUCTORS, EQUIPMENT, PACKING OF THE SEAL, AND WITNESSED PREPARATION OF THE COMPOUND. r NEC 406.9(B)(1) 15 AND 20 AMP RECEPTACLES INSTALLED IN WET LOCATION SHALL HAVE AN " ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL QQ�� Mr BE IDENTIFIED AS "EXTRA DUTY". RECEPTACLES SHALL BE LISTED AS WEATHER -RESISTANT TYPE. NEC 210.SC(B) THE METHOD UTILIZED FOR IDENTIFYING CONDUCTORS ORIGINATING WITHIN EACH BRANCH CIRCUIT PANELBOARD SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD OR SIMILAR DISTRIBUTION EQUIPMENT. NEC 215.12(C)(1)(B) POSTING OF IDENTIFICATION MEANS: 8 THE METHOD UTILIZED FOR CONDUCTORS ORIGINATING WITHIN EACH FEEDER PANELBOARD OR SIMILAR FEEDER DISTRIBUTION EQUIPMENT SHALL BE PERMANENTLY POSTED AT EACH FEEDER PANELBOARD OR SIMILAR FEEDER DISTRIBUTION EQUIPMENT. !A WAC 296.46B 110.022 IDENTIFICATION PLATES ON DISCONNECTING MEANS: ARE TO SHOW DESIGNATION OF CIRCUIT SOURCE PANEL BOARD THAT SUPPLIES DISCONNECT AND IDENTIFY WHAT IT IS DISCONNECTING. MUST BE AN IDENTIFICATION PLATE. 8 WAC 296-4613-500 5 THE LOCAL AUTHORITY HAVING JURISDICTION HAS THE AUTHORITY TO MAKE THE FINAL DETERMINATION ON THE CLASSIFICATION OF THE AREA* THIS BUILDING IS TO BE LOCATED. o W NEC 300.6 AN APPROVED ELECTRICALLY CONDUCTIVE, CORROSION -RESISTANT COMPOUND SHALL BE USED ON THE THREADS OF FERROUS METAL EQUIPMENT SUCH AS RIGID CONDUIT. VTT - SYSTEM LTT - SYSTEM VTT - CP-100 VTT - CP-101 MODEL #1716024-VTT MODEL #1716024-LTT MODEL #1716024-CP-100 MODEL #1716024-CP-101 SERIAL #2 SERIAL #1 SERIAL #2B SERIAL #2C r m ■ mum 1-11-17 draft said this istill here. IN r� 1 20 LFn ■ w �I w m tD 0 0 r, r, 1-1 r, T, T-d1 S110A AOVZ/OZT - WgrdDVICI 3NII 33HRI - - - - - - - uo iln joS ale 1dwoC) eqj_ CD < N N N 4 4 N N NN IggHs n < Q NOlDNIHSVM 'VIVH14d3 SalLlodur®� EZES6 00Comm 14 XD CD MN CIVOU 3X" VAaH ME LU 111AUNVI V1WHd3-GMn13S W31SAS 1N3W1V3H13Hd 9dW Z#11 zi :NOIIdTU3S30 ROC 'NOISSINUad N3LUUM IrOUM 111Vd UO 31" Ni 033NmHd3s as im Avw cm 53rhvdw03 VAN35 M A123,10Hd 3AIS1l3XR 3R1 S1 :f03M3HL S1VVd 'I 0Ntl -"Ugaa SnU 00 O r p -:J;: or 0 LM 0 0 IM 54 60.: t L. "A HIM M�- —0 —0 I I H" T' I of r A 01 0 A* r-N M AFT JR CMTRDL UNrr M _0 SS T B I > NOW Ow WAAMMEW7 LIM I T- f--% f--%3 Z rn rn r.,3- 9 tn gdoi� f UXA115FU LUCAGIUFU CWML UMT .L T ig i! M., VIE un WIEPS--= 14 R jlg RN - 2-Re ,I 'H NO na, zn lit 21 ii Ii� . .....MOUV301 3'1X:1 NOTES! REV NO DATE r-MLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. I. ALL 17SHOWN ARE MINIMUM REQUIRED FiATrAIs. 09 09/20/2016 I F MAINTENANCE SMALL ' BE PERFORMED WITH DEVICES DLSCDNNECTED RON 'Or"s 10 10/0512016 M. 4. ALL THE POWER SUPPLY. SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AMPACIrY - 290 AMPS Mof WA 11 10/07/2016 AX 280 10/14/20 7 INUM SUPPLY OVER CURRENT PROTECTIVE DEVICE AMPS 12 6. 16 7. FLOCAT ED INLEX CONDU AM PANEL - T SHALLBE 5 ECUReDCP-281, AT A MINIMUM EVERY 4 FEET. 13 10/18/2016 a. LOCATED IN CONTROL PANEL - CP'laq. 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 14 1 10/24/2016 To. INSTALL IN ACCORDANCE WITH ART. SO4 Of THE NATIONAL ELECTRIC CODE. 11. MAXIMUM CABLE LENGTH 15 900 FEET, 15 1 10/26/2016, 12. WARNING- SUBSTITUTION OF COMPONENTS PAY IMPAIR INTRINSIC SAFETY. 13. PROVIDES ' I INTRINSICALLY WE CIRCLET EXTENSIONS FOR USE IN CLASS 1, 11 16 12/12/2016 DIV.GROUPS C & 0, HAZARDOUS LOCATIONS WHEN CONNECTED PER 17 12/22/2016 INSTAL rip INSTALLATION. ft I 14. SMALLEST WIRE SIZE FOR SPAWN CIRCUITS 15 14 ANG . 18 01/23/2017 " MOTOR OVERLOAD RELAY "AT BE MANUALLY RESET, IS: INS L TA L SEAL OFFS AT CLASS I DIV 2 BOUNDARIES PER NEC 501.111, L 19 02/08/2017 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NECS81.10. 18. MOTORS IN CLASSIFIED LOCATIONS SMALL COMPLY WITH 20 03/0612017 NECS01 ' 125(8), 19. HEATERS I CLASSIFIED LOCATIONS STALL COMPLY WITH 21 03107/2017 ­ 29. NEC501.13N5 C B I�DING SAFETY SWITCHES, THERMOSTATS AND CP_ I SWITCHES INCL 120 VA-, IS SUPPL 22 08/21/2017 PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY C81 WITH NEC591.105(a). 2. 0 AMPS 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH '__N NEC512 36(8). 02 0 22. 129/209 VOLTS: G' 1012 A PHASE • BLACK AMP L 0 PHASE • RED IGO PHASE 8 LUE NEUTRAL • WHITE u. all N 21, 2771480 VOLTS: N UPS1 32V 0 0 A PHASE BROWN L OF OF L M OFF ON UPSZ 12V PHASE102 psi 821 22 UPSIC-242 823 BATTERY PS 1024 1025 - 1026 -BY ORANGE 2 UPSIt 242 BATTERY PHASE • YELLOW all 1832 6 INPUT 6 v 6 6 6 035 1036 INPUT , 6 �� 0 24VDC ; BATTERY, 1033 163 24VX BATTERY POWER SUPPLY POWER SUPPLY 1017 103 203 x HE '�9� 0 1 rc 24VOC 052 F27 I P& POWER SUPPLIES C 30A 30A IN PUT 'AT "Y OUTPUT __I 13 1 "PLY 0 043 *+ j 0 104 MIR as, OUTPUT ._Q.. I 24 1947 ie4s 165VI 14.0 AMPS 185 Z_"�L A ITS% VrT LOW LTT LOW LTT LOW LTT LCW MCA VOLTAGE (24VOC) VOLTAGE (24YDC) VOLTAGE (24VOC) VOLTAGE (24W.C) VE X"ER V .. 1 .7., XL. A - )-am I -BOX CUSTOMER USE EMERGENCY S ESM,101 0. SAFETY MODULE 32 A2 106 065 (ESA-161) 0 �K261 -C. llo C 106 1 `giH -an Y213- To PLC E2. i.z. FL TO PLC 11.12 0 TO PLC 12.1l CONTINUED ON SHEET C" 9LI4 " 4 167 RING FROM VrT 70 NTT I -BOXES TO BE INSTALLED BY THE 3-00)(ES TO BE INSTALLED BY OTHERS KIA KZA 1 42STER CONTROL RELAY (MCA) 1912 WR Sea U) EQUIPMENT ROM - CONTROL ROOM - VTT v LIT IEQU!� �IPMENT ROOM -,LTT AlALI MEN AQ2 CONTINUED ON SHEET M 6:11117- EQUIPMENT ROM SINGLE DOOR CONTROL PANEL "7EN LEGEND: IEWMEW RTOMINLE DOM ROOM SIM E DOOR FASTER CONTROL RELAY (NCR) EMERGENCY STOP S 5 (ITT-HS-202) INSIDE (LIT-145-202) INSIDE . IOX I - - - GASHED LINES DENOTE WIRING TO FIELD DEVICES VTT.NCY S rml KIB K22 12 X1 0 X2 AW14M INDICATOR 108 (VtT�HS-101) INSIDE 'G•HS-102) INSIDE aLA.- 600 1, ae 2 10.0 CONTINUED ON SHEET W - DENOTES ETHERNET CABLE Pit -C" LINE 261 1 1. --F)O- DENOTES FIBER OPTIC CABLE VL * DENOTES HAZARDOUS LOCATION 1-11-17 draft plans shows TM221 CE40R; CONTROL POW" A, DENOTES EQUIPMENT LOCATED III FIELD LOCATION assume this is correct? 14 %ZVI -3 MONITOR RELAY CL LINE -MIMBER DESCRIPTION 0 0 0 0 lit E WIRING DIAGRAM SHEET T _F-CM NUMBER 2. a AMPS NUMBER ( I OR 2 DIGITS) (ALWAYS I DIGITS) 0 III T_ WIRE I WQ16R TM3DII6 IMIAQ2 0 0 M�DESCRIPTIONI 0 7 0 0 WIRING DIAGRAM SHEET WIRE NIUMGEa RELAY 24WC ANALOG NUMBER C 1 09 2 DIGITS) (I OR 2 DIGITS) OUTPUT INPUT OUTPUT MDUUU LINE NUMBER MOGUL MODULE LE EXP #: EXP 19 EAF PLC MIMESE (ALWAYS I DIGITS) 113 lie 114 1051 @ C-la. a-- ETHERNET PORT IIS 226 CBS 3.0 AMPS me 12.1" ftIJ71 . KNGELIS (HAIGT16310) � tIt 1. 01 AMPS (OIT-309) ETHERNET Ila SWITCH PANEL THERMOSTAT 0 C87 2.6 AMPS T5-1 COOLING FAN r 119 2 1192 220 LU iY EMERGENCY STOP CONTROL PANEL 122 HIC Nan ALARM EMERGENCY z 123 124 125 226 08/27/2015 DRAWN BY: DARRICK WORRALL CHECKED BY RICH H RICHARDS SCALERN X"* N* N";L O SCALE -PRO] cr No: 1716024 tLI NO. E03 REV NO DATE NOTES: 09 09/20/2016 ' . OLE SIZED PER LDCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/05/7016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 FROM THE POWER SUPPLY. 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 TEMERGENCY 1151 1161 ELECTRICAL CONTACT. BASE UNIT S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/19/2016 BASE UNIT MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS 14 10/24/2016 NTM2210E40U 4TMZ210E40U 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. INPUT INPUT 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 8. LOCATED IN CONTROL PANEL - CP-100. 16 12/12/2016 ESM-201 VTT-HS-101 9. FOR CONNECTING TO ONLY RESISTIVE RON-ENERGY STORING DEVICES.I0 STOP Ilfi EMERGENCY STOP 10. INSTALL IN ACCORDANCE WITH ART. 504 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 201151 1 23 24 ESM-101) L1061 11. MAXIMUM CABLE LENGTH I5 900 FEET. 2eu 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 18 01/23 2017 NOTE; 7 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 07/08/2017 PH VFT-HS-102 DIV. 2, GROUPS C 8 D, HAZARDOUS LOCATIONS WHEN CONNECTED PER PHASE �---Q I17 INSTALLATION. 20 03/06/2017 202 4 .5 '� Z1 MONITOR 1062 EMERGENCY STOP 14. SMALLEST WINE SIZE FOR BRANCH CIRCUITS IS 14 AWG. 2021 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET, 21 03/07/2017 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 50I.1S. 22 08 21/2017 CONTINUED KO TANK I1B LTT-HS-201 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. 203 FROM SHEET E1413 12 HIGH LIMIT SWITCH (LSHH-201) 1063 EMERGENCY STOP 18. 19. HATERSRS IINCLASSIFIED CLASSIFIEDLLOCATIONSTIONS SHALL SHALLCCOMPLYMPLY WITH WWITHNNF.CSOLY135(B). 2031 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.105(B). z CONTINUED KO TANK p.-. Z19 LTT-HS-202 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECSB1.130(0). N 204 FROM SHEET E14 ���-- 23 HIGH LEVEL SWITCH (LSH-201) 1064 EMERGENCY STOP A PHASE = BLACK 2041 B PHASE RED SF C PHASE = BLUE a LTT-SPLY-FN-100 NEUTRAL � WHITE W CONTINUED KO TANK I2p k 24 MOTOR OVERLOAD 23. 277/A80 VOLTS: y; 205 FROM SWEET E14 LOW LEVEL SNITCH (LSL-201) 97 98 2OS2 B PHASE - ORANGE vS W M. 2051 EF C PHASE - YELLOW ��,�,OF A'syly iy c LTT-EXF-100 FROM SHEET E14 2061 206 CONTINUED IS HIGH PRESSURE SWITCH (PSH-201) 97 99 2062 I21 MOTOR OVERLOAD �p y � 1{A/�j,/ •^' 5F VTT-SPLY-FN-100 v 207 16 97 B8 2072 I22 MOTOR OVERLOAD I �® si6Q 208 AIR CONTINUED 17 HIGHSPARGE TANK EF LIMIT SNITCH (LSHH-SD2) 91 98 I23 VTT-EMOTORXOVERLOAD -�A/iL ti ' FROM SHEET E14 2081 2082 �J w 209 / 41 21e � CL CONTINUED AIR SPARGE TANK 211 FROM SHEET E14 18 HIGH LEVEL SWITCH (LSH-102) 2111 � U 212 CONTINUED I9 LOW LEVELAIR ETANK SWITCH (LSL-102) FROM SHEET E14 2121 CONTINUED PRODUCT TANK 213 FROM SHEET E1413 �31 I10 HIGH LIMIT SWITCH(LSHH-104) CONTINUED I11 PRODUCT TAN 214 SWITCH LSH-104 a FROM SHEET E14 2141 ( ) CONTINUED � LTT SPILL CONTAINMENT C --- � w 215 FROM SHEET E14 2L 1S1 I12 HIGH LIMIT SWITCH (ES-101) € va m m N H w CONTINUED VTT SPILL CONTAINMENT o F 5 n 216 I13 HIGH LIMIT SWITCH (E5-201) f FROM SHEET E14 2161 � Rl CONTROL POWER 217 f----I14 MONITOR RELAY p 9 5 2171 F Y u �. 21fl 719 COH LEGEND: ' rq uwi M w x - - - ^ DASHED LINES DENOTE WIRING TO FIELD DEVICES --E- DENOTES ETHERNET CABLE 220 CON -F/0-- DENOTES FIBER OPTIC CABLE zz zd O $e DENOTES HAZARDOUS LOCATION .- C O DENGTES EQUIPMENT LOCATED IN FIELD LOCATION z a 1151 1161 1151 1161 LINE NUMBER DESCRIPTION c ~ 07 O O O O r s 9 WIRING DIAGRAM SHEET LINE NUMBER NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) US 00/27 2015 WIRE NUMBER DESCRIPTION DRAWN IC O O O O O DAKEDB WORRALL I � C ECKED BY: NUMBERWIRI( 1 ORG2AM SHEeTTT DIGITS) (I ORN2MDIGITS) SCALE:RICRICFIARDS (^ LINE NUMBER NO SCALE c (ALWAYS 2 DIGITS) PROJECT NOI1716024 09 E04 LL 503 z t 60 097�� 7 :ON 133CO8d (SIMO Z SAVMIV) 91V3S ON MOWN 3Nrlj : glv:)s (SIX110 z Na 1) (simia z uo T ) mmum soldMill HM Hamm Rum] 311S WHOM MINIM : Ag G3)(39H3 i 0 0 0 0 FIR 11VUHom )[:)Iljuv(l 0 —:AS NMa NOX.LdIVDSSa 83ow0H aum STOUZZ/80 (S11910 Z SAVMIV) (simia z uo i ) Hum UOWN 3Nfi1 MS WVHDVIG DNIHIM 0 0 0 0 Nolidiusaa vaewnm aNil TSTI 191T NOILMI MIA NI a31V301 IN3Wdinb3 53IONSO 0 WOI.LV)O1 SnOGHVZVH S31ON30 9100 DIIdO 99914 Saimaa —0/j-- 31EV3 13HUH13 53I0N3a —3 wO:) OZE SR:)IA3a 01314 01 SNUIM 3.LON3a 53NII 03HSVO — — — — T m . m w co 3:ON3931 61C CS) W.:l n zo m m > L03 193HS WOHJ MIMS lVnNVWSTI 9TE (TOT-d) Mnd 113ASNVVI BDVVdS HIV 030NIIHO:) ;o H:)17MS oinv bTI lLTE A 403 IMS WOVA IT[ 13 (IOT-d) d4nd MASMI. RDUVdS HIV 03nNI1NO) Wilms ivnnm 403 133HS WOUA 9TE (TOZ-d) dwnd uusmi Nmvi. ON aanNuxo:) L03 133HS WMA DIMS OInv (TOZ-d) dWnd 113JSNVTSTE Hui NNVI Ox 03nNIIW:) STE U114VTC %S VTiiET AHVilixnv TEIE El ETC (TOZ-ti) )J3!)NVH3Xg 1V3H TOZM-W I iamN I 1 Auvxirxnv VU WHM D 1 ZTE gg (ZOZ-d) MMOID 9A5 QJA NO a31V701 UZ-OJA 0 7T94 Alvtl I 1ET cl TIC nlxnv 3 010 (ZOT-d) WO111 a9wdS UIV COT-W Ls lyNoig . OTE (D Isto (D If' w z WE TUBE VT ET AVVIIlxnv 13 WE (TOT-d) dwnd VUSNVOI, BDUVdS HIV TOT-W 0 c AHVIIlxnv U04 91 tTl i ET El LOE Ci (TOZ-d) dwnd H3JSNVVl ANVI OA I :31ON loz-W 0 1994 OVOIMAO VOIOW . i i (T-:)) *dOSSBUdWM HIV13 8613-W IS cl 90E M0113A - 3SVHd 13NVd )JOSS38dWO3 HIV 3914"0 : 3SVHd a NMOUB 3SVHd V TSBE; MiL6 SilOA 09t'EZ OVOIUBAO HOIOW 13 SOE 311NhU M -IVHJA3N (TOZ.-M) H39NVH:)X3 LVaH TOZM-W ame 3SVHd :) 4 :RION (39V 3SVHd 9 X)V'18 - 35VHd V T"Ej VIN XV :5110A ROZ/SZT 'ZZ llnVJ OJA 13 VOE M11M AldW:) llVHS SNOrIMl OUJISSM N1 S31HVNIWnl *lZ (ZBZ-d) V3MOlQ 9AS HIM A-IdWD:) llVNS SNOIlV3Ol oarjlSSV'1:) NI zoz-aJA S3]IA30 L011d OW S1VlSCWH3R1 'S3H)IIMS AIAAVS !)NlGnl:)NI S3H:)IIMS *8Z 1W9)SEVIOSMN HIM AldWO:) llVHS SNOLLV)Ol OBUISSVI:) NI S113WH '6T TE04 BSioL6 (B)SI0S33N HLIM AldWO:) llVHS SNOXIV-)Ol a3lAlSSVID NI SUMOW *8T QVOlH3AO VOIOW EGE LTOZITZ/80 ZZ *01'TOOBN M0110d 01 SNOlIVXl 03ldISSV1:) NI ONIHIM 11V 'IT (ZOT-d) HRMOIG 39UVd5 HIV EBT-W *ST*TeS :MN Had 531UVaNnOG 7 AIG T SSVl:) IV SJdO 1V3S 11VISNI '91 LTOZ/LO/EB TZ *.LIS3H AlIVnNVW 38 ISM AV13H aVOlH3AO HOICW 'ST LTOZ/90/EO OZ TZOE 'NOXIVIIVISNr QVOlH3AO VOIOW 961 L6 E3 '9MV vi sl Mom H)NVUH HOA 3ZIS RVIM LS311VWS 'PT i LIOZ/80/ZO 61 Had 03D3NNOO NIHM SNOTLV:)Ol SnOaHVZVH 'a I 7SdMH9 'Z *AlO (TOT-d) dWnd IMSMI. 39UVdS HIV TOT-W ZOE IT SSVID NI 35n 90d SNOlSN31X3 lln:)Ul:) 3JVS AllUISNIVINI S201AOHd 'ET LTOZ/EZ/TO ST "A134VS XSNIVINI MlVdWl AVW S.LN3NOdW0:) M NOTIMUMS - WINUM 'ZT gloz/zz/zl IT. , 1334 006 Sl KLE)N31 RIM) WnWLXVW 'TT TTOEj Hsi 1L6 *3003 DIHI3313 IVNOI.LVN 3HI JO VOS 'IHV HIM 3:)NVaND:):)V NI 11VISNI '01 OVO1U3AO VDIOW 13 TOE 9T0Z/Zl/Zl [ 9T S931A30 DNIVOIS ADVBN3-NON BAUSISU AlNO 01 9MI133NND) VOJ '6 (TOZ-d) dwnd VgJSNVHI YNVI ON Tot-W 9T0Z/9Z/0T ST '081-d) - 13Wd IOVMO:) NI C131VXI '9 L :310H 'TOT-d:) - 13Wl AM NI ORIV)Ol 'I JndNl 1334 t, AHM3 WrMINIW V IV o3u073S 19 IMS llnONOD X313 *9 9110EWIS 9TGZ/vz/BT 17T SdWV OOZ - DIAM 3AM31OUd INUun) VRAO Alddn5 wR4ixvw T# IINnNoisNvdx3 9TOz/sT/0T El SdWV OOZ - AIUVdWV NOMONOD Alddng WrIWINIW 'S li:)V.LND:) lv:)Iui:)313 0009 V 3OIAOUd UNV 3VrQ35 Al.lV)lNVN:)3W 38 llVHS SBOMS 11V 9T0Z/L0/07 *AlddnS HBMOd alll. WDS4 a31:)3NN0DSla S3)IA30 H11M 03WHOAH3d 38 IMS 3DNVN31NIVW 11V 'E 9119Z/50/01 OT 'sqnm a3ui1a3u wriwINIW 3VV NMOHS SMS 'Z 'SIN3W3uinm b3u Ain ciNv 3oDj in03ZIS RIB ol Had U �/OZ/�60 60 ; _:J_ I Ma ION A311 SRION REV NO DATE NOTES: 09 09/20/2016 "CABLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/OS/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 FROM THE POWER SUPPLY. 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 1161 ELECTRICAL CONTACT. 1151 S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/18/2016 EXPANSION UNIT 62 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS 14 10/24/2016 CTM3DI16 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. INPUT 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 B. LOCATED IN CONTROL PANEL - OP-100. 16 12/12/2016 AIR SPARGE BLOWER P 102) 9. FOR CONNECTING 70 ONLY RESISTIVE NON -ENERGY STORING DEVICES. CONTINUED I9 ( - 10. INSTALL IN ACCORDANCE WITH ART. SO4 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 401 FROM SHEET E07 AUTO SWITCH 11. MAXIMUM CABLE LENGTH IS 900 FEET. 4011 12, WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTflINSIC SAFETY. 18 01 23 2017 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 02/08/2017 AIR SPARGE BLOWER P 102) DIV. 2, GROUPS C & D, HAZARDOUS LOCATIONS WHEN CONNECTED PER CONTINUED 11 ( INSTALLATION. 20 E13/06/2017 402 FROM SHEET CE07ONTINUED 13 MANUAL SWITCH 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AW6. 4021 21 03/07/2017 1S. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 16. INSTALL SEAL OFFS AT -CLASS 1 DIV 2 BOUNDARIES PER NEC 501.IS. 22 08 21/2017 SVE BLOWER (P-202) 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NECS81.10. CONTINUED Z2 18. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY W1711 NEC501.125(0). 403 FROM SHEET E07 4031 AUTO SWITCH 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.135(B). 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC5DI.105(B). CONTINUED SVE BLOWER (P-202) 21. LUHINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.130(B). 484 ���- 13 MANUAL SWITCH 22. 120/208 VOLTS: - ;0 FROM SHEET E07 4041 A PHASE - BLACK e;a{ 8 PHASE RED C PHASE BLUE HEAT EXCHANGER ( W-201) NEUTRAL WHITE CONTINUED 14 23. 277/480 VOLTS: 46S FROM SHEET E07 4051 AUTO SWITCH A PHASE - BROWN B PHASE - ORANGE C PHASE YELLOW HEAT 406 CONTINUED IS. MANUALSWITCH (N-201) FROM SHEET E87 4061 13 c• a: �� •- 41 CONTINUED 16 AIR COMPRESSOR (C-1)vs M . ����•�j�, ,� 407 AUTO SWITCH FROM SHEET E07 4871 CONTINUED AIR COMPRESSOR (C-1) x 408 cl MANUAL SWITCH FROM SHEET E07 4081 w 469 "1014 is 41 ANAL ® Q) CONTINUED MAIN AIR SOLENOID (SV-001) E 411 I9 AUTO SWITCH w FROM SHEET E07 4111 C) S U CONTINUED MAIN AIR SOLENOID (SV-001) 4121 412 FROM SHEET E0713 19 MANUAL SWITCH $ x Ne PSI-ALARMii PSI ALARM c i• 413 5 6 I10 (POWER SUPPLY) M1131 P52-ALARM & P52 ALARM 414 5 6 4141 11 (POWER SUPPLY) WIRING FROM VTT TO LTT 3-BOXES WIRING FROM VTT TO LTT 3-BOXES TO BE INSTALLED BY OTHERS TO BE INSTALLED BY OTHERS LTT EXHAUST/SUPPLY FAN 415 E3-----'♦?'A---- -� I12 THERMOSTAT m NO g15L 1 LA N H VTT EXHAUST/SUPPLY FAN o� m416 NO I13 THERMOSTAT w ,� 4161 � SnNzm � 417 I74 ~ g 418 I15 $ 6 w w p oz 419 COM LEGENDS vJi m a J DASHED LINES DENOTE WIRING TO FIELD DEVICES w w m •-E- DENOTES ETHERNET CABLE a 420 COM --F/0-� DENOTES FIBER OPTIC CABLE -S i O >le DENOTES HAZARDOUS LOCATION � r 0 DENOTES EQUIPMENT LOCATED IN FIELD LOCATION .°.' 9 1151 1161 LINE NUMBER DESCRIPTION s WIRING DIAGRAM SHEET LINE NUMBER NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) 08/27 2015 WIRE NUMBER DESCRIPTION BRAWN CAR IC K 410RRALL CHECKED O O O O O DECKED BY: c WIRING DIAGRAM SHEET '(ALWAYS WIRE NUMBER RICH RICHARDS NUMBER( 1 OR 2 DIGITS) ANE NUMBER 2 DIGITS) SCALE: NO SCALE 2 DIGITS) PR03ECT NO: 09 1716024 SHEET NO. E06 H LL (Sligia z sxvmiv) LOA ,,,w 1 '60 1 6 , ).nN (S,I!)Ici z 110 1 ) Ha NOlIV301 a131A NI 031VO01 lN3Wdlnb3 5310N30 0 -ON jagl4s 0--4+Ll (Silma ownN NOl1V)01 SnOaUVZVH SRMU30 * I­ tPZ09141 I LIU UBOWN U-ml E­HS WV49VI0 SNIVIM 318VD 3IldO U3814 S3.LONaG --014-- Tx x I :ON 13aCO)Jd (WVVIV OD ON/OD LA) 'ET3 133HS OLD— zx 9� - A 5116 0 0 0 0 0 31W 13NUH13 SILON30 _a,.- 31VJS ON NOIldDJJS3Q H3QWnN SHIM SDIABO (11313 01 MINIM 31ON30 53Ni1 aaliSVa KOT TVITT LIU SOT 1 6 N ZSOT Taos ISOT TSTT I TPOT SaIJVHDI'd HDU (S-Lima Z SAV?ilv) (simia z vo I ) U30wnN —.aN3931 U3ewnN ak:q livuldom )IDIIJHVG (WHVIV 09 ON/OD Ul) 'ET3 133HS 01 ZX 1) 7As "i A P33HS WVMDVIG WHIM *69 NKVHO STOM 85 0 a 0 0 :41v 1 6 Wlldlusaa HBBWnN 9NII US x A S I I I a 6 A TI, (WHVIV 13A31 MOI N99MO W) 'ET3 133115 01 ti Z�zx SOT 1 6 US 0­4P, C woo (WIJVIV -13A31 MOI N39lXD 11-1) 'ET3 133HS ZX T', 0 TTTTT:9 17TH SOT US NJ V 1 6 t W03 (NVJ klddns LA) s13 Izea 13311 Ids (NVJ LSnVW3 LA) SIR IZ03 133115 NAX3 —A I 11T.IU61 A co E 3 0 GIs w M I TEOE ETH m z C, (NVJ klddns 1n) sT3 'ZOR 133HS 0 Z NJ TV 1 6 i� Alds > H AOW -4 AVIR WHVIV ET vi V SZ6 A (TOT-171-LA)-LLA) 09 ON/09 W VaNIVINM LIN $IS tA A m ITOE 1 6 AOW (WA isnvtjxa Lil) sla IZ03 ja3"S N:IX3 ET tT TIN 019H wuVlV 17S (Tez-.Ll-WHlV-j Ll) 0!) 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L BLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 20/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 FROM THE POWER SUPPLY. 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 20D AMPS 13 10/1812016 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 2e0 Amps 14 10/24/2016 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 8. LOCATED IN CONTROL PANEL - CP-100. 16 12/12/2016 9, FOR CONNECTING TO ONLY RESISTIVE NOR -ENERGY STORING DEVICES. 10. INSTALL IN ACCORDANCE WITH ART. 504 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 11. MAXIMUM CABLE LENGTH IS 900 FEET. 12. WARNING - SUBSTITUTION OF COMPONENTS HAY IMPAIR INTRINSIC SAFETY. 19 01/23/2017 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 02/08/2017 DIV. 2, GROUPS C & D, HAZARDOUS LOCATIONS WHEN CONNECTED PER INSTALLATION. 20 03/06/2017 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AWG. IS. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 21 03/07/2017 16. INSTALL SEAL OFFS AT CLASS I DIV 2 BOUNDARIES PER NEC S0I.15. 22 08/21/2017 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC50I.10. Ia. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH N C501.12S(B). 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH EEC501.135(8). 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECSOL.105(8). 21, LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECSOI.130(B). o 22. 120/208 VOLTS: A PHASE - BLACK 5 B PHASE - RED C PHASE - BLUE NEUTRAL - WHITE 23. 277/48G VOLTS: A PHASE - SHOWN 0 PHASE - ORANGE C PHASE - YELLOW 0 ir III IM33-22EX-111/24VDC 41 HART' I HART' +1 I !pwR* POWER 0 2 HART' +2 1 -2 _8,.l F_71� L E F.3 -91 210 0 q7+ 20 MA (SOURCE) 4' HART ' +4 qHART*+4 'E. RLt 500 0 L 5 HART' +5 .5 G, — - - 8+ /4 20 MA p-/--r 210 a Gat 0(56�ki) [R-6 I/E k 9- RLc see n 61 E 014...20 MA 0 0 ACI M' 0 vw c F5 0 N A 1%, m o o -7 N _Hzco U. cn P m z 2e LEGEND: - - - - DASHED LINES DENOTE WIRING TO FIELD DEVICES ---E— DENOTES ETHERNET CABLE -F/0- DENOTES FIBER OPTIC CABLE 11 z DENOTES HAZARDOUS LOCATION 0 DENOTES EQUIPMENT LOCATED IN FIELD LOCATION LINE NUMBER DESCRIPTION 0 0 0 0 WIRING DIAGRAM SHEET LINE NUMBER NUMBER 1 09 2 DIGITS) (ALWAYS 2 DIGITS) 1.3i 08/27/2015 DRAWN BY: DARRICK WORRAL WIRE NUMBER DESCRIPTION a 0 0 0 0 WIRING DIAGRAM SHEET] HIRE NUMBER NUMBER ( I OR (I OR 2 DIGITS) LINE NUMBER (ALWAYS 2. DIGITS) CHECKED BY: 2104 RICHARDS SCALE: NO SCALE 11ROIEUT N E08 FIELD cp-leo FIELD WIRES TO BE INSTALLED BY OTHER Ion i IsBil LEVEL - - - - - - - - - - - - - - - - - - a +1 IK33-22EX-H1/24VDC TRANSDUCER 115811-2 MW-6SP1 - - - - - - - - -0 7= 0+3 ISB11 4 PRESSURE - - - - - - - - - - - - - - - - TRANSDUCER ISB11.5 INW-65P1 - - - - - - - - - -5 5912 1 r5B12 LEVEL + 1- - - - - - - - - - 0 +1 IM33-22EX-H1/24VDC TRANSDUCER ISB12-2 NW-67P1 - - - - - - - - - - -2 0+3 SB12 4 PRESSURE - - - - - - - - - - - - - - - - - - +4 TRANSDUCER 812-5 1HW-67P1!_. - - - - - - - - - ISB13 1 ISB13 LEVEL + - - - - - - - - - - - - - - - - - - - 0 +111433-22EX-NI/24VDC 4. TRANSDUCER 1ISB13-2 MW_68Pt 4 -- - - - - - - - - - - - - - - - - - - - - 0-2 0+3 ISB13 4 4 PRESSURE TRANSDUCER IS81.3.; 1MW_GBP1 0+1 lH33-22EX-HI/24V0i 0-2 0+3 VTT INTRINSIC 3-BOX +4 24 + VDC NC V051A 70518 V061A le- 0610 j7071 FS, 0.5 AMPS 21+ 054 jC4091A v regIB K CIO 410 0*1 AMPS J, 101B 14111 :F6, 0.5 AMPS Us v ic 054 jr7131A V r7131E _x_ v et41A 1419 151 F7, 0.5 AMPS 1054 V171A 71719 V r9181A I6- -01818 1-7191 FS, 0.5 AMPS REV NO DATE NOTES: r7MBLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 09 09/20/2016 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/05/2016 3, ALL MAINTENANCE SHALL Or PERFORMED WITH DEVICES DISCONNECTED FROM THE POWER SUPPLY. 11 10/07/2016 41 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A COW 12 10/14/2016 ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AmPAaTY - 200 AMPS 13 10/18/2016 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 208 AMPS 14 10/24/2016 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 7 LOCATED IN 480V P- . 8: LOCATED IN CONTROLANEL CP-10 PANEL - CP1200. 15 10/26/2016 2 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES, 16 12/12/2016 10. INSTALL IN ACCORDANCE WITH ART. 504 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 11. MAXIMUM CABLE LENGTH 15 900 FEET. 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. IS 01/23/2017 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, DIV. 2, GROUPS C & D, HAZARDOUS LOCATIONS WHEN CONNECTED PER 19 02/08/2017 INSTALLATION. 20 03/06/2017 14. WIRE SIZE FOR IS 14 15. MOTORSMALLEST OVERLOAD RELAY MUST BEBRANCH MANUALLYCIRCUITS AWG. RESET. 21 03/07/2017 16. INSTALL SEAL OFFS AT CLASS I DIV 2 BOUNDARIES PER NEC 501.15. 211 0601/2017 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. 18 MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS0I.125(8). 19: HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.135(B). 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECSOI.105(8). 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.130(B). 22. 120/288 VOLTS: A PHASE : BLACK B PHASE RED C PHASE - BLUE NEUTRAL - WHITE 23. 277/480 VOLTS: A PHASE - BROWN 8 PHASE - ORANGE C PHASE - YELLOW 0 MPE WELL LT-65PI LEVEL TRANSDUCER (P-401) I II III L433-22EX-NI/24VDC KIN :3 HART* 41 MARTO + + HART* 12 -2 1:P POWER 0 PRE WELL PIT-65P1 F?-7r-- I PRESSURE TRANSDUCER (P-401) VE L I FE 0/4 ... 20 MA I (SOURCE) HART +4 HART* +4 500 a L HARTS .5 r ..... i '/ f� 1 0/4 29 MA MPE WELL LT-34PI 219 a 1 2 (SOURCE) CL LEVEL TRANSDUCER (P-02) IF—:3i VCL L6 RL< 500 0 L E HART +4 0/4 ... 20 MA 0 u 0 MPE WELL PIT-34PI M Sq0 PRESSURE TRANSDUCER (P-402) ov MPE WELL LT-68PI LEVEL TRANSDUCER (P-483) C)Aig -ee NAL MPE WELL PIT-68PI PRESSURE TRANSDUCER (P-403) > IL In z LEGEND: Lu ---- DASHED LINES DENOTE WIRING 70 FIELD DEVICES --E— DENOTES ETHERNET CABLE -f/0- DENOTES FIBER OPTIC CABLE 0 AIR 5PARG E TRANSFER PUMP DENOTES HAZARDOUS LOCATION PRESSURE TRANSDUCER (PIT-101) a DENOTES EQUIPMENT LOCATED IN FIELD LOCATION u LI NE NUMBER DESCRIPTION 0 0 0 0 WIRING DIAGRAM SHEET LINE NUMBER NUMBER ( I OR 2 DIGITS) ] (ALWAYS 2 DIGITS) .... 6/27/20IS WIRE NUMBER DESCRIPTION DRAWN BY. 0 0 0 0 0 DARRICK WORRALL - - _[WIRE NUMBER CHECKED BY. WIRING DIAGRAM SWEET RICH RICHARDS NUMBER ( I OR )I (I OR 2 DIGITS) SCALE: LINE NUMBER NO SCALE (ALWAYS Z DIGITS) PR03ECT NO: 1716024 bftftl riu. 091 E09 REV NO DATE NOTES: 09 09/20/2016 --RUBLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 1 FROM THE POWER SUPPLY. q17 ;-� 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 % C 5ELECTRICAL CONTACT. gq-S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/18/2016 y"� § y y§ v MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS 14 10/24/2016 4, 4; - S. y .t� JQ' 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 1� � ry1 m 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2026 m�'2 Nayb q ry' 8. LOCATED IN CONTROL PANEL - CP-100. 1041 1053 1054 2 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 16 12/12/2016 10. INSTALL IN ACCORDANCE WITH ART. 504 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 TM3AI8 21. MAXIMUM CABLE LENGTH IS 900 FEET. EXPANSION UNIT #5 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 18 01/23/2017 CB1B ANALOG 1 13, PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 62/08/2017 OIV. 2, GROUPS C 8 D, HAZARDOUS LOCATIONS WHEN CONNECTED PER 1.0 AMPS BB11 INSTALLATION. 20 03/06/2017 /•� + 24 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AWG. 21 03/07/2017 801 VDC 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15. 22 08/21/2017 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. 18. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC5B1.125(B). _ 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS91.135(0). $02 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.19S(B). 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.130(B). 22. 120/208 VOLTS: 1 A PHASE BLACK B03 = B PHASE RED i C PHASE . BLUE NEUTRAL WHITE : 23. 277/480 VOLTS: k' A PHASE BROWN C 804 NC B PHASE ORANGE C PHASE YELLOWLIT C * ISB15-i INTRINSIC INTRINSIC IS915 BSSA /p O 805 PRESSURE +p "o-_ _ _ _7-BOX +1 IM33-22EX-H1/Z4VDC 7 I0+ -105 TRANSDUCER 0518 KO TANK TTRAN 0 �ISB15-2 PRESSURE TRANSDUCER (PIT-101A) •I-� IPIT-IBIA 11- - - - - -2 10-0. _ I II III IM33-22E%-HS/24VOC `4 _ O61A °C 806 84(). + I0- HART- +1 HART' +1LIT 1'2- J_BOXISB15-4 INTANSIC INTRNSIC 9 071 F9, B.5 AMPS 2 HART• +2 I -2 %IIPWIi W PDWER887 PRESSURE + _ _ _ _7-BOX +4 11+ -Q 1 210 0 I GNTRANSDUCER I5815-5 1054 pRESSURELTHANSDUCEft (PIT-i01B) _3 3 I�7+ -�- Ir _ _ PIT-1016 p-0""-- -- -5 1201 1 14. 20 MA Q) B08 WIPING FROM VI7 TO LTT 7-80%ES Il- HART- HART' - I (3► 1 (5011R00 +4 +4 10- RL< 509 D w TO BE INSTALLED BY OTHERS ? 7 Q*)1 �- - O I5816 093A 5 HART• +5 I -5 8+ 809 O +1 IM33-22E%-H1/24VDC 7 I2+ 7 II 0/4...28 MA yCL 091E -6 .6 60 �2 210 D I 9- �2 I(IL<500)0 Q C O-2 10• --� �__ 4 C 103A w 810 8 I2- 0/4... 20 MA a O 0+3 IBIS 9- (' G �e ISB16-4 _ 111 FIB, B.S AMPS �$/" 1,,;1 �1• S/]� s 811 PRESSURE + +4 11 I3+ SVE l7 "' �• `f O TRANSDUCER ISB16-5 .5 12 054 VACUUM TRANSDUCER (PIT-201A) ,�.,. `.l>f Wit �..t. lPrT-201A �P r T e 812 I3- y :(e ISB17-1 IS017 r8132A & 813 PRESSURE + +1 IM33-22EX-H1/24VDC 7 TRANSDUCER 1310 SVE ISBt7-2 VACUUM TRANSDUCER (PIT-2018) PIT-201B -Z 1a- 142A �S�UNA6� z 914 Bi I4- C7 O +3 1419 r+ N w 9- a B1s o+a 11+ = Ss1 Fu, a.s Arws 1854 �' m N O -5 12- SIB IS II.... u Q w l7 ~ ISB38-1 ISB18 171A w r` PRESSURE + +1 IM33-22EX-H1/24VOC 7 I6+ a 917 SVE BLOWER w c z a TRANSDUCER ISB10-2 1718 DISCHARGE PRESSURE TRANSDUCER (PIT-201C) 1PIT-201C -2 10 w w 818 _ B _ 183A 16- LEGEND! 14.4 . (Am W W O +3 - 1818 - - - - DASHED LINES DENOTE HONING TO FIELD DEVICES S5� 9- •-E- DENOTES ETHERNET CABLE a 191 F12, 0.S AMPS 619 O +4 11+�- � -F/0- DENOTES FIBER OPTIC. CABLE 1054 I7+ DENOTES HAZARDOUS LOCATION i- 10-5 12.0 • DENOTES EQUIPMENT LOCATED IN FIELD LOCATION 620 I7• LINE NUMBER DESCRIPTION o w O O O O q WIRING DIAGRAM SHEET LINE NUMBER p Z NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) ^ 08/27/2015 821 DRAWN BY: WIRE NUMBER DESCRIPTION O O 0 O O DECKED K WORRALL T TLINE CHECKEDBY: 822 NUMBERWIRI(GS RG2ADIGITS) (LRORN2 DIGITS) SCALE: RICHARDS NUMBER NO SCALE (ALWAYS 2 DIGITS) PROJECT NO: y 1716024 25 1041 1853 1054 8011 1054 Z On 5 EEi . 7 E10 N LL LTT VTT INTRINSIC INTRINSIC V041 3-BOX 3-BOX 051 LEL Icl SENSOR + 861 LTT-LEL-lel VC 13 E3 WIRING FROM VTT TO LTT 3-BOXES TO BE INSTALLED BY OTHER r9071 072 LEL S;0 SENSOR + v 073 v LTT VTT oBl INTRINSIC INTRINSIC f93-BOX 13 C1 OXYGEN S W --a- SENSOR + 083 . r, I , vc- 13 LTT-OXY-101 v WIRING FROM VTT TO LTT J-BOXES1 TO BE INSTALLED BY OTHER viol 102 OXYGEN S SENSOR 103 IVTT-OXY-201 FIELD CP-100 FIELD WIRES TO BE INSTALLED BY OTHER S- ISB19 1 ISB19 LEVEL - - - - - - - - - - * - - - - - - - - - - TRANSDUCER I15019-2 LT-001 I - - - - - - - - 0+3 0+4 0 -5 NC F13. 9.5 AMPS 13 F14, 0.5 AMPS FIS, O.S AMPS Zl- FIB, 9.S AMPS 131A DC 740 r9IM 1318 10 U ................ r4- r9141A 1419 y folsl F17, 03 AMPS 054 12 0. . .. ... 011 A18 0- - VFD 181 com 0- - vc NOTES: =.13LE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED FROM THE POWER SUPPLY. 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AMPACrTY - 209 AMPS MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS JP B. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. rom 7. LTED IN 480V PA - -10. B. LOOCACATED IN CONTROLNEL PANELC-PCP-1100. 2 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 10. INSTALL IN ACCORDANCE WITH ART. 504 OF THE NATIONAL ELECTRIC CODE. n. MAXIMUM CABLE LENGTH IS 900 FEET. 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1. DIV, 2, GROUPS C & 0, HAZARDOUS LOCATIONS WHEN CONNECTED PER INSTALLATION. 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AWG. 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 16. INSTALL SEAL OFFS AT CLASS I DIV 2 BOUNDARIES PER NEC 501.15. 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NECS01.10. 18, MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.125(g). 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.135(9), 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.105(8). 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS81.138(B) 22. 120/208 VOLTSt A PHASE - BLACK 0 PHASE - RED C PHASE - BLUE NEUTRAL - W11TE 23. 277/480 VOLTS: A PHASE - BROWN 8 PHASE - ORANGE C PHASE YELLOW LTT LEL SENSOR (LTT-LEL-181) 11 111 IM33-22EX-HI/24VDC HART- I HART - HART* (nX PWR POWER Z 210 0 LA 12 VTT LEL SENSOR (VIT-LEL-201) E[3 W-3 7+ _q 0/4. 20 rPA HARTO I (Scuid) HART 14 Z J+4 RL< 500 0 ? !*) L S HART* +5 F? F e/4 20 mA LTT OXYGEN LEVEL SENSOR 6 2 (302 M6id) (LTT-OXY-101) VELB RL< 508 0 014...20 MA VTT OXYGEN LEVEL SENSOR (VTT-OXY-201) 49 W &3 tr CONDENSATE SUMP LEVEL TRANSDUCER (LT -eft) 17 In ri m Ln < z LEGEND: C4 w M :c 1* DASHED LINES DENOTE WIRING TO FIELD DEVICES DENOTES ETHERNET CABLE --F/0-- DENOTES FIBER OPTIC CABLE DENOTES HAZARDOUS LOCATION 0 DENOTES EQUIPMENT LOCATED IN FIELD LOCATION u LINE NUMBER DESCRIPTION 0 0 0 0 --FLVXNE 2: WIRING DIAGRAM SHEET NUMBER NUMBERI OR 2 DIGITS) (ALWAYS 2 DIGITS) DATE: ,By.OL Z7/2015 DRAW7 WIRE NUMBER DESCRIPTION 0 0 0 0 0 - WIRING DIAGRAM SHE baRE NUMBER NUMBER ( I OR 2 DIGIT (1 OR 2 DIGITS) LINE NUMBER TALWAYS 2 DIGITS) DARRICK WORRALL CHECKED BY: RICH-RICHARDS SCALE: NO SCALE PROJECT NO: 09 1716024 7"- Ell REV NOI DATE NOTES: 09 09/20/2016 r-'MLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 19/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 FROM THE POWER SUPPLY. 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 ELECTRICAL CONTACT. A. qq S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 1()/18/2016 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS 14 10/24/2016 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 7. LOCATED IN 480V PANEL - CP-101. 1 10/26/2016 q 8. LOCATED IN CONTROL PANEL - CP-100. 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 16 12/12/2016 1054 2 10. INSTALL IN ACCORDANCE WITH ART. 564 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 1053 11. MAXIMUM CABLE LENGTH 15 900 FEET. TM3AIS 12. WARNING - SUBSTITUTION OF COMPONENTS 14AY IMPAIR INTRINSIC SAFETY. 18 01/23/2017 EXPANSION UNIT #7 INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, ANALOG J.NPU- 13. PROVIDES 19 02/08/2017 C012 DIV. 2, GROUPS C 9 0, HAZARDOUS LOCATIONS WHEN CONNECTED PER 0 y y 1001 INSTALLATION. 20 03/06/2017 24 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AWG. lool 0 0 V VDC 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 21 03/07/2017 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15, 22 08/2112017 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. 18. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.125(g), 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.1.35(0). 1002 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS91.105(B). 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.130(8). 22. 1201209 VOLTS: A PHASE - BLACK IG03 I PHASE RED C PHASE BLUE NEUTRAL WHITE 23. 277/400 VOLTS: A PHASE : BROWN 1004 0 0 PHASE ORANGE C PHASE - YELLOW c FIB, 0.5 AMPS 0 1005 1005 + PRESSURE Fr AIR PRESSURE FOR AIR RECIEVER TANK 4' TRANSDUCER PRESSURE TRANSDUCER (PIT-081A) (PIT-001A) an :3 1006 A & M. LH 1 0 F19, 0.5 AMPS ov w 0 1007 PRESSURE + V b AIR PRESSURE FOR WE WELLS TRANSDUCER PRESSURE TRANSDUCER (PIT-9018) (PIT-0018) - - p 1088 le(181 0551 F20, 0.5 AMPS STIE 1009 v QYAL PRESSURE AIR PRESSURE FOR LTT AIR SPARGE TANK TRANSDUCER PRESSURE TRANSDUCER (PIT-091C) (PIT-001C) 0 10101 0 Tlelll F21, 0.5 AMPS a) 1011 13+ PRESSURE AIR PRESSURE FOR CONDENSATE SUMP TRANSDUCER PRESSURE TRANSDUCER (PIT-002D) loll (PIT-001D) A loll LTT VTT INTRINSIC INTRINSIC F22. 0.5 AMPS r10131 3. Ox 3-BOX 10131 1013 cl__ FLOW 2 F�G _MPE WELLS TRANSMITTER 1 0 FLOW TRANSMITTER (FIT-101) (FIT-101) E:0.4l 10141 F23, 0.5 AMPS 1014 31-. 13 Lol" 10143 C3 �10.143 32.. LTT VrT INTRINSIC INTRINSIC F24, 0.5 AMPS 1015 WIRING FROM VTT TO LTT 3-BOXES 3-BOX 3-BOX TO BE INSTALLED BY OTHERS I TE14PERATURE --tW­ SPARGE BLOWER (P-102) TRANSMITT R DISCHARGE TEMPERATURE TRANSMITTER (TIT-101) (TIT-1011) E3 RING FROM VTT TO LTT 3-BOXES 1016 10161 To BE INSTALLED BY OTHERS F25, 0.5 AMPS 16+ 1017 v 0 z FLOW SVE SLOWER (P-2e2) TRANSMITTER FLOW TRANSMITTER (FIT-201) m FIT-201) LEGEND- 4 1A A 44: Ln lois & DASHED LINES DENOTE WIRING TO FIELD DEVICES CL F26 DENOTES ETHERNET CABLE 0.5 AMPS -P/O- DENOTES FIBER OPTIC CABLE 0 17+ E 1019 DENOTES HAZARDOUS LOCATION TEMPERATURE SVE SLOWER (P-202) 0 DENOTES EQUIPMENT LOCATED IN FIELD LOCATION U TRANSMITTER DISCHARGE TEMPERATURE TRANSMITTER (TIT-201) (TIT-Zel) LINE NUMBER DESCRIPTION A 0 0 0 0 Y-10201 LINE NUMBER --T _5 WIRING DIAGRAM SHEET NUMBER ( 1 09 2 DIGITS) (ALWAYS 2 DIGITS) 08/2712015 1021 DRAWN BY: WIRE NUMBER DESCRIPTION DARRICK WORRALL OE 0 0 0 a CHECKED uy' WIRE NUMBER RICH RICHARDS 7� WIRING DIAGRAM SHE;Tj 1022 NUMBER ( I OR 2 DIGITS) (I OR 2 DIGITS) SCALEi TLINE NUMBER NO SCALE (ALWAYS 2 DIGITS) PROJECT NO: o 1716024 0. 09 SHEET N E12 IS- 10071 10091 REV NO DATE Hones• TiA09 09/20/2016 BLE SIZED pEfl LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS, 10 10/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED FROM THE POWER SUPPLY. 11 10/07/2016 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD L .ate �p 12 10/14/2016 CP-100 ` as ?W ELECTRICAL CONTACT. h�4 gaE S. MINIMUM SUPPLY CONDUCTOR ANPACITY - 200 AMPS 13 10/18/2016 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS 14 20/24/2016 S'4 Ja` 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. R18 r �" 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 rym at�W� rya 0~ ryq ,yq 14 13 ry q tim B. LOCATED IN CONTROL PANEL - CP-100. a 1 1041 5001 1051 1053 1054 1052 2 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 16 12/22/2016 14 R19 13 10. INSTALL IN ACCORDANCE WITH ART. SO4 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 11. MAXIMUM CABLE LENGTH IS 900 FEET. 12. WARNING - SUBSTITUTION OF COMPONENTS HAY IMPAIR INTRINSIC SAFETY. 18 01/23/2017 LAMP PUSH TO R20 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1� OIV. 21 GROUPS C 8 Di HAZARDOUS LOCATIONS WHEN CONNECTED PER TEST SWITCH 4 19 02/08/2017 y 11001 INSTALL14. SMALLATION. 20 03/06/2027 1300 NO 14 R21 13 15. MOTOREST OVERLOADWIRESIZE RELAY MUST FORA EHMANUALLYSRESET4 21 03/07/2017 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15. 22 08 21 2017 N201 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. NOTE: 7 - 18. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.125(0). 1101 G KO TANK TRANSFER PUMP (P-201) 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECSB1.135(B). 33 34 RIB X1 X2 RUN INDICATOR 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES 31011 IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.105(B). 9 5 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.130(B). $ MIDI 22. 120/208 VOLTS: N 1102 8 G AIR SPARGE TANK TRANSFER PUMP (P-101) A PHASE . BLACK 33 34 RIO 11021 X1 X2 RUN INDICATOR 8 PHASE - RED C PHASE - BLUE a 18 6 NEUTRAL . WHITE M103 23. 277/480 VOLTS; 1103 G AIR SPARGE BLOWER (P-102) A PHASE . BROWN 33 34 p18 11031 X1 XZ RUN INDICATOR 8 PHASE . ORANGE 11 7 C PHASE - YELLOW C Be SVE BLOWER (P-202) O 1104 9 5 R18 11D41 X1 G XZ RUN INDICATOR GC R 12 8 V`� IVI. S f 3185 M-W201 NOTE: ri 7 G HEAT EXCHANGER (W-203) y OF ��A`Sf/� 33 34 R19 X1 X2 RUN INDICATOR j 11051 ro� 9 S h H-C1 O 13 AIR INDICATOR (C-i) = 3106 33 34 fl19 LOCATED IN AIR X1 G %2 RUN INDICATOR � � (/) 10 6 COMPRESSOR PANEL 11061 0 Be O 1107 G MAIN AIR SOLENOID (SV-001) - 18TEtt� 11 10116 R19 11071 X1 X2 RUN INDICATOR �ONA1. Bra\ o li 7 m R8 � - MAIN AIR 1108 III, L1081 SOL SOLENOID (SV-061) Q, VTT LOW LTT LOW n s RIO VOLTAGE (24VDC VOLTAGE (24VDC " 17 a G 1109 3-BOX _ _ ^ _ 3-BOX R CONTAINMENT LTT LEL ALARM LIGHT w 9 6 R20 X1 X2 (LTT-LEL-LT-101) (GREY WIRE) O 11091 9I 5 WIRING FROM VTT TO LTT 3-BOXES 1110 R11 TO BE INSTALLED BY OTHERS R CONTAINMENT VTT LEL ALARM LIGHT s 9 5 R20 11101 X1 XZ (VTT-LEL-LT-201) z O VTT LOW LTT LOW 18 6 VOLTAGE (24VDC VOLTAGE (24VDC -C R14 3-13OX 3-BO% 0 _ _ _ _ CONTAINMENT LTT OXYGEN ALARM LIGHT lill 9 5 p2B X1 A X2 (LTT-D%-LT-101) (WHITE WIRE) F' 11111 a 11I'7 WIRING FROM VTT TO LTT 7-BOXES::I R15 TO BE INSTALLED BY OTHERS CONTAINMENT VTT OXYGEN ALARM LIGHT s 1112 9 5 R2B X1 A X2 (VTT•0%-LT-201) VTT LOW LTT LOW 11121 12 B VOLTAGE (24VDC VOLTAGE (24VDC � .m+ 1113 R16 3-BOX 3-BOX G CONTAINMENT LTT GO/NO GO ALARM LIGHT 9 5 R21 11131 X1 %2 (LTT-ALRM-LT-201) (BROWN WIRE) d. 9I 5 WIRING FROM VTT TO LTT 3-BOXES R17 TD BE INSTALLED BY OTHERS CONTAINMENT VTT GO/NO GO ALARM LIGHT Mom" 1114 9 S R21 11141 G X2 (VTT-ALRM-LT-101) y > H c0 lBl 6 h VI o qQ o PS6 z'oz N 1115 _ _ __ _ R CONTAINMENT LTT GO/ND GO ALARM LIGFIT 9 1 11151 XS X2 (LTT-ALRM-LT-201) �5 gig 1116 R17 R CONTAINMENT VTT GO/NO GO ALARM LIGHT J 9 11 11161 XI X2 (VTT-ALRM-LT-101) W o z Q J m� 0 a J m X R23 SYSTEM ALARM m to m a a w v 1117 9 5 XL G X2 NOTIFICATION LEGEND! DASHED LINES DENOTE WIRING TO FIELD DEVICES ]1171 , -E- DENOTES ETHERNET CABLE !L 1128 -FIG- DENOTES FIBER OPTIC CABLE z o �e DENOTES HAZARDOUS LOCATION • DENOTES EQUIPMENT LOCATED IN FIELD LOCATION a "' LINE NUMBER DESCRIPTION C S 1 1041 5001 1851 1053 SB54 1052 2 O O O O o �+ HIRING DIAGRAM SHEET LINE NUMBER N NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) () 27 2015 WN BY: WIRE NUMBER DESCRIPTION ORA O O O O O DARRICK WORRALL CHECKED BY: WIRING DIAGRAM SHEET ILINE HIRE NUMBER RICH RICHARDS NUMBER C 1 OR 2 DIGITS) (1 OR 2 DIGITS) SCALE: NUMBER NO SCALE (ALWAYS 2 DIGITS) PROJECT NO; 1.716024 09 E13 REV NO DATE CP-101 NOTES: TIBLE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 09 09/20/2016 -TA 1041 1051 1052 2 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 FROM THE POWER SUPPLY. 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/18/2016 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 290 AMPS 14 10/24/2016 1200 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 NOTE: 7 B. LOCATED IN CONTROL PANEL - CP-100. 16 12/12/2016 R2 A3 AZ M-2010L 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 1281 9 S M-2B1 KO TANK TRANSFER PULP (M-201) 10. INSTALL IN ACCORDANCE WITH ART. 584 OF THE NATIONAL ELECTRIC CODE, 17 12/22/2016 tell11. MAXIMUM CABLE LENGTH IS 900 FEET. tell 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 18 01/23/2017 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 02/08/2017 M201 NOTE: 7 DIV. 2, GROUPS C & D, HAZARDOUS LOCATIONS WHEN CONNECTED PER KO TANK TRANSFER PUMP (M-201) INSTALLATION. 20 03/06/2017 1202 131114 PLC I1;6 AUXILIARY RELAY 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AWG. 3071 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 21 03/07/2017 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15. 22 08 21 2017 M201 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. PLC I1:0 KO TANK TRANSFER PUMP (M-201) 18. MOTOiS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.125(B). 1203 97 MOTOR OVERLOAD 98 20 3011 . HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATSDEVICES AND PILOT DEVICES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.165(B). M201 KO TANK TRANSFER PUMP (M-201) 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS61.130(B). 'Hd 1204 33 34 X1 G %2 RUN INDICATOR . 22. 120/208 VOLTS: 11011 A PHASE - BLACK NOTE: 7 8 PHASE - RED C PHASE - BLUE R3 Al AZ M-1010L NEUTRAL • WHITE 1205 M-101 AIR SPARGE TRANSFER PUMP (M-101) 23. 277/480 VOLTS: F 9 S 12051 A PHASE : BROWN G B PHASE ORANGE M C PHASE YELLOW -101 NOTE; 7 C 1206 ,.,��� PLC I1:7 AIR SPARGE TRANSFER PUMP (M-101) Q 131 14 AUXILIARY RELAY 3081 1207 M-101 PLC Il:i AIR SPOVERLOADARGE TRANSFER PUMP (M-101) 1` Q MOTOR 9'7 98 3021 DES M. SM f 1209 M•161SPARGE Q G RUN INDICATTRANSFER PUMP (M-101) ,P QF WA AIRN 33 34 11021 %1 X2 hP ''1' NOTE: 7 uM S R4 Al A2 N-1020L Q uBg 9 S M-102 AIR SPARGE BLOWER (M-102) � 12091 W M-102 NOTE: 7 m PLC I1:8 AIR SPARGE BLOWER (M-102) 1210 C3 13' 14 3111 AUXILIARY RELAY _.e,\� CL M-102 AIR SPARGE BLOWER (M•102) 1211 97 98 PLC I1:2 MOTOR OVERLOAD w Q 3031 M-i02 AIR SPARGE BLOWER (9-102) V 1212 331134 %1 G X2 RUN INDICATOR s Q) 13031 RS VFD-202 I __- .,� 1213 9 'S L12131 +24 ' SVE BLOWER (M-202) 1214 I1 12141 u VFD-202 SVE BLOWER VFD (M-202) 1215 R2C R2A PLC 21:9 AUXILIARY RELAY w m 3ll1 N r W VFD-202 SVE u 1216 C3 RIC 1 RIA t PLC I1.3 FAULTLOWER RELAYVFD (M-202) J W 3841 N NOTE: 7 N v) O m CL a NB Al. AZ M-WZOlOL F -� 1217 M-W2010 HEAT EXCHANGER (M-W201) a ws a o 9 5 12171 M-W201 NOTE: 7HEAT EXCHANGER z lJ H 1218-� 14 PLC I1:10 AUXILIARY RELAY(M-W201) tu a W w 3131 [s 4Q o z E M-W201 HEAT EXCHANGER (M-W203) m ¢~ 1219wm 97 98 PLC I1:4 MOTOR OVERLOAD LEGEND: AR in m G. 3051 w V - - - - GASHED LINES DENOTE HIRING TO FIELD DEVICES M-W201 -E- DENOTES ETHERNET CABLE HEAT EXCHANGER (M-W201) 1220 G X2 RUN INDICATOR -F/0�- DENOTES FIBER OPTIC CABLE X1 0 13 33 34 11851 DENOTES HAZARDOUS LOCATION .. PHM ! DENOTES EQUIPMENT LOCATED IN FIELD LOCATIONtj 8 PLC I0:1 PHASE MONITOR (PHM-100) 2021 LINE NUMBER DESCRIPTION 1221 4 S -Wo w S O O O O R7A WIRING DIAGRAM SHEET THE NUMBER 1222 --I NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) : 27 2015 9 5 8 MS LOCATED IN DRAWN BY: AC AIR COMPRESSOR AIR COMPRESSOR (C-1) WIRE HUNGER DESCRIPTION 101 PANEL O O O O O DERRICK WDRRALL C 1223 WIRING DIAGRAM SHEET T THE NUMBER RICH RICHARDS i 7 NUMBER ( 1 OR 2 DIGITS) LLINE (1 OR 2 DIGITS) SCALE: o SCALE R7AIRSORRUNRELAY (ALWAY9M2EDIGITS) PR03ECT0NO! 1224 9 5 14 R7A 13 LOCATED IN AIR COMPRESSOR PANEL 1716024 4 12221 q 1041 1851 1052 2 10 ET E 14 HJ LL CP-101 ROTES: REV NO DATE 09 09/20/2016 1041 1051 1 1852 2 —i. C7a8LE SILEO PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED FROM THE POWER SUPPLY. 11 10/07/2016 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/18/2016 1360 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS 14 10/24/2016 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 R32 NOTE: 7 8. LOCATED IN CONTROL PANEL - CP-100. Al A2 LTT EXHAUST FAN 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 16 12/12/2016 1301 9 S EXFN LTT-EXFN-100 10. INSTALL IN ACCORDANCE WITH ART. 504 OF THE NATIONAL ELECTRIC CODE. 17 12/22/2016 13011 11. MAXIMUM CABLE LENGTH IS 900 FEET. 12, WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 18 01/23/2017 NOTE: 7 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 02/08/2017 1302 Al SPLYFN A2 LTT SUPPLY FAN DIV. 2, GROUPS C B D, HAZARDOUS LOCATIONS WHEN CONNECTED PER LTT-SPLY-FN-109 INSTALLATION. 20 03/06/2017 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AM. 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. I 21 03/07/2017 NOTE: 7 16. INSTALL SEAL OFFS -AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15. ft13 22 08 21 2017 Al A2 V1T EXHAUST FAN 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NEC501.10. 1303 91 513 0EXFN VTT-EXFN-280 18. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.12S(B). 13031 19. HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.135(B). 20. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES NOTE: 7 IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.105(8) Al AZ FLTT SUPPLY FAN 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.130(8). H 72. 120/208 VOLTS: 1304 SPLYFN O-- VT7-SPLY-FN-200 N A PHASE - BLACK B PHASE - RED R22 C PHASE - BLUE HEAT EXCHANGER AUTO DRAIN NEUTRAL . WHITE - z 1305 I!!, SOL SOLENOID 23. 277/490 VOLTS: 13051 A PHASE - BROWN 0 PHASE - ORANGE C PHASE YELLOW C 1306 �ES 1bf, S,� of Wi o s 1307 130E O 1309 1310 r l li7 y v CL 1.311 E 0 1312 v s 1313 1314 131S o a �^ h� 1316 o E N a M 1}!1 01 1 1317 2 g Q P z u d ? F 1318 W Ha-• S z Oz a�mlQ• 1319 H 60 4a CD W LEGEND. r4 W Inw V — DASHED LINES DENOTE WIRING TO FIELD DEVICES 1320 —E— DENOTES ETHERNET CABLE —F/O— DENOTES FIBER OPTIC CABLE c �e DENOTES HAZARDOUS LOCATION • DENOTES EQUIPMENT LOCATED IN FIELD LOCATION °• W 1321 LINE NUMBER DESCRIPTION w O 0 O 0 8 'g WIRING DIAGRAM SHEET LINE NUMBER '^ 1322 NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) : DRAWN B/27/2015 WIRE NUMBER DESCRIPTION yc DARRICK WORRALL 1323 YRRING DIAGRAM SHEECKED BY: OTL(ALWAYS O ORE NUMBER CH RICH RICHARDS NUMBER ( 1 OR 2 DIGITS) (1 OR 2 DIGITS) SCALE: 1324M2EDIGITS) PR03EcT Np% y 1716024 2J5 1041 1051 1 1052 2 10 E15 LL REV NO DATE NOTES- 09 09/20/2016 is-iM1BLE SIZE PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS, 10 10/0S/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED FROM THE POWER SUPPLY. 11 10/07/2016 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 1151 1161 ELECTRICAL CONTACT. EXPANSION UNIT 09 S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/18/2016 MAXIMUM SUPPLY OVER CURRENT PROTECTIVE DEVICE - 200 AMPS OTM3DL16 6. FLEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 14 10/24/2016 INPUT 7. LOCATED IN 480V PANEL - CP-101. r20 10/26/2016 SF S. LOCATED IN CONTROL PANEL - CP-100. 12/12/2016 LTT-SPLY-FN-108 9. FOR CONNECTING TO ONLY RESISTIVE NON -ENERGY STORING DEVICES. 1S01 13 14 10 AUXILIARY 19. INSTALL IN ACCORDANCE WITH ART, 504 OF THE NATIONAL ELECTRIC CODE. 12/22/2016 15011 11. MAXIMUM CABLE LENGTH I5 900 FEET. 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 01/23/2017 EF 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 02/08/2017 LTT-EXFN-100 DIV. 2, GROUPS C & D, HAZARDOUS LOCATIONS WHEN CONNECTED PER 1502 131114 1L AUXILIARY INSTALLATION. 03/06/2017 15021 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AWG. 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 03/07/2017 SF 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15. 22 08/21 2017 158312 M-SPLY-FN-200 17. ALL WIRING IN CLASSILASSIFIEDFIED LOCATIONS TO FOLLOW NECITH501.10. 131114 15031 AUXILIARY Ia. MOTORS 19. HEATERS IINCCLASSIFIEDLLOCATIONSOCATIONS SSHALLHALL CCOMPPLYOMPLY WNWITHNECS011135(B). 28. SWITCHES INCLUDING SAFETY SWITCHES, THERMOSTATS AND PILOT DEVICES EF IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NECS01.105(B). 1584 13 VTT-EXFN-200 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.130(B). 131114 AUXILIARY 22. L20/208 VOLTS: N 15041 A PHASE - BLACK LOCATED IN LTT-HTR-101 9 PHASE - RED HC C PHASE = BLUE n LTT-HTR-101 NEUTRAL - WHITE 1505 - --i �- - - -L�- 14 AUXILIARY 23. 277/489 VOLTS: 15051 A PHASE = BROWN LOCATED IN VTF-HTR-201 8 PHASE = ORANGE HC C PHASE - YELLOW C 1506 -- -��- -- ZS p XI AUXILIARY 1, 15061 � O IS07 I6 M. SM S — 1508 I7 F pf 1,'AS�� O 1509 COM isle COM V CL 1511 I8 E IGl a�� 1512 I9 1513 I10 w 1514 I11m 1s15 I12 b � H rl 2 Q 1516 I13 a W mm J N }} 1 VI W p1 F in 7 1517 I14 ZQ� z za d W J C O H N � aNa-Wz Ci 1518 I15 i c o amFa -u-i r 1519 COA �J C-DDC °' F LEGEND: ^� a u W W - - DASHED LINES DENOTE WIRING TO FIELD DEVICES IS20 COM -E- DENOTES ETHERNET CABLE y -F/O- DENOTES FIBER OPTIC CABLE •. Jo DENOTES .� S RDOUS LOCATION • DENOTES EQUIPMENT LOCATED IN FIELD LOCATION ~ "' o � u 0 1151 1161 LINE NUMBER DESCRIPTION W z a O O 0 0 S WIRING DIAGRAM SHEET LINE NUMBER NUMBER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) 08/27/201S WIRE NUMBER DESCRIPTION DRAWN BY: O O O O O DARRICK WORRALL T CHECKED BY: WIRING DIAGRAM SHEET 11('I.WAYSNUMBER W.RHNMICH RICHARDS NUMBER ( 1 OR 2 DIGITS RUDIGITS) SCA2DIGITS) PROJECT NO: LE 1716024 b"hL1 NO. E17 LL REV NO DATE NOTES: 09 09/20/2016 r7nULE SIZED PER LOCAL CODE AND UTILITY REQUIREMENTS. 2. SIZES SHOWN ARE MINIMUM REQUIRED RATINGS. 10 10/05/2016 3. ALL MAINTENANCE SHALL BE PERFORMED WITH DEVICES DISCONNECTED 11 10/07/2016 X% FROM THE POWER SUPPLY. J�v h,Qa 4. ALL SPLICES SHALL BE MECHANICALLY SECURE AND PROVIDE A GOOD 12 10/14/2016 ELECTRICAL CONTACT. S. MINIMUM SUPPLY CONDUCTOR AMPACITY - 200 AMPS 13 10/18/2016 rim u,� 6. FLEX LEX CONDUIT SHALL BE SECURED AT A MINIMUM EVERY 4 FEET. 7. LOCATED IN 480V PANEL - CP-101. 15 10/26/2016 B. LOCATED IN CONTROL PANEL - CP-100. 16 12/12/2016 9. FOR TO10. INSTALLLNECTIIN ACCO DANCEYWITHISTIVE ART. 504NOFNTHEYNATIONSTORIAL ELECTRIC CODE. ,Qy �P aQ 17 12/22/2016 11. MAXIMUM CABLE LENGTH IS 900 FEET. m a 12. WARNING - SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY. 16 01/23/2017 13. PROVIDES INTRINSICALLY SAFE CIRCUIT EXTENSIONS FOR USE IN CLASS 1, 19 02/06/2017 1 1041 1053 2 1054 INSTALLATION. C B 0, HAZARDOUS LOCATIONS WHEN CONNECTED PER 20 03/06/2017 TM3AQ2 14. SMALLEST WIRE SIZE FOR BRANCH CIRCUITS IS 14 AW. 21 03/07/2017 EXPANSION UNIT N10 15. MOTOR OVERLOAD RELAY MUST BE MANUALLY RESET. 7WALOG OUTPUT 16. INSTALL SEAL OFFS AT CLASS 1 DIV 2 BOUNDARIES PER NEC 501.15. 22 08 21 2017 F27 17. ALL WIRING IN CLASSIFIED LOCATIONS TO FOLLOW NECS01.10. O.SA 10. MOTORS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.125(B). 1601 + 24 19, HEATERS IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.13S(B). VOC 20. SWITCHES INCLUDING SAFETY SWITCHESi THERMOSTATS AND PILOT DEVICES 16001 IN CLASSIFIED LOCATIONS SHALL COMPLY WITH RECSOI.105(9). 21. LUMINARIES IN CLASSIFIED LOCATIONS SHALL COMPLY WITH NEC501.130CB). 22. 120/208 VOLTS: A PHASE a BLACK p 1602 B PHASE - RED 3 C PHASE - BLUE NEUTRAL - WHITE a 23. 277/480 VOLTS: j. A PHASE - BROWN gTy 1603 1 B PHASE - ORANGE C _- C PHASE - YELLOW 5 1694 + Al2 ._ 16041 VFD SVE GLOWER ATV61 VFD SPEED CONTROL OUTPUT 1 (VFD-523) (VFD-523) I` :1 COM w 1605 - — 16951 M. S' 0 �Q L}Y WA. S�` c in 1606 1607 A SUSS 1608C2 s,IUN µ E O 1689 lJ/ U 1610 S N LL O 1611 m s� 1612 u � Z 0 1613LA H w 1614 S Z y~j �JMy 3 00 t JV1- LL z 00 - LA � 1615 �awrD 1616 w In z u LEGEND: �c ik vl M w 1617 — — — — DASHED LINES DENOTE WIRINGS TO FIELD DEVICES k m —E— DENOTES ETHERNET CABLE 0. 1618 —FIG— DENOTES FIBER OPTIC CABLE 0 �e DENOTES HAZARDOUS LOCATION e DENOTES EQUIPMENT LOCATED IN FIELD LOCATION F u s " LINE NUMBER DESCRIPTION ? 8 1 1041 1053 2 1054 O O O 0 s WIRING DIAGRAM SHEET LINE NUMBER NUM W BER ( 1 OR 2 DIGITS) (ALWAYS 2 DIGITS) ea 27 2015 WIRE NUMBER DESCRIPTION DRAWN IC K WORRALL C ECKED O O O O O DECKED BY: WIRING DIAGRAM SHEETl_ THILINE NUMBERRE NUMBER RICH RICHARDS NUMBER ( 1 OR 2 DIGITS) R 2 DIGITS) SCALE: a NO SCALE (ALWAYS 2 DIGITS) PR03ECT NO: 1716024 10 E18 0 7 12 IMl-22EX-R/24VDC 9 1 2 4 19 9 9 9 K. TANK - HIGH HIGH LEVEL SWITCH (LSHH-201)■ --tole rMI-226X-R/24VDC 8 I2 4 KO TANK LOW LEVEL SWITCH NO kLSL-201, SVE DISCHARGE NO 5ia" PRESSURE SWITCH (PSH-201) 6! a 70 12 CONTINUED FROM 1141-22EX-R/24VDC 8 SHEET E04 2 4 5 2082 9 0 Vrr INTRINSIC 3-BOX RING FROM VTT TO LTT 3-BOXES TO BE INSTALLED BY OTHERS LTT INTRINSIC 3-BOX S93-5 AIR SPARGE TANK HIGH LEVEL SWITCH -1.02 NO H(lLGWH ) 2111 12 CONTINUED FROM IMI-22EX-R/24VDC 8 SHEET E04 1 2 4 5 2121 Vrr INTRINSIC 3-BOX IRING FROM Vrr TO LTT 3-BOXES TO BE INSTALLED BY OTHERS LTT INTRINSIC 3-BOX SB4-4 NO I534.5 AIR SPARGE TANK No LOW LEVEL SWITCH (LSL-182) 2131 6 7 12 CONTINUED FROM IMI-22FX-R/24VOC 8 SHEET E04 1 2 4 5 2141 9 Vrr INTRINSIC 3-BOX IRING FROM Vrr TO LTT 3-BOXES TO BE INSTALLED BY OTHERS LTT INTRINSIC 3-BOX 1 5-4 NO, S-5 PRODUCT TANK NO HIGH LEVEL SWITCH (LSH-104) 2151 12 CONTINUED FROM IMI-22EX-R/24VOC 8 SHEET E54 1 2 4 5 2161 IRING FROM VrT TO LTT 3-BOXES TO BE INSTALLED BY OTHERS 59:-4 NO so -5 VrT SPILL CONTAINMENT NO HIGH HIGH LEVEL SWITCH (VFT.SC-Iel) OI CONTINUED FROM SHEET E04 2041 —IS:1-4 —15 I-S KO TANK HIGH LEVEL SWITCH (LSH-201) 2esI CONTINUED FROM E. SHET E04 W O NAL IM1-22FX-R/24VllC rr.7 4 EOU 4 A YE/RD 250 VAC/ BN 30 VDC + > 2 A If NAMUR !"'.2 7- SOO VA/60W 2*% BU -5 YE/RD ON N UR AMUR PWR POWER G" 2 Li — - -1 LEGEND: DASHED LINES DENOTE WIRING TO FIELD DEVICES DENOTES ETHERNET CABLE —f/D— DENOTES FIBER OPTIC CABLE * DENOTES HAZARDOUS LOCATION 0 DENOTES EQUIPMENT LOCATED IN FIELD LOCATION LINE NUMBER DESCRIPTION a 0 0 0 WIRING DIAGRAM SHEET -LINE NUMBER NUMBER ( I OR 2 DIGITS) (ALWAYS 2 DIGITS) WIRE NUMBER DESCRIPTION 0 0 0 0 0 WIRING DIAGRAM SHEETRE NUMBER T NUMBER ( I OR 2 (1 OR 2 DIGITS) LINE NUMBER (ALWAYS 2 DIGITS) 10f E19 W., I I I PRETREATMENT BUILDINGS (BY OTHERS) VTT/LTT CONTAINERS MAIN DISCONNECT 60OV, &,4 WIRE 48.V, 3 3 RE 200A L -Z SVE BLOWER I P-292 KO TANK TRANSFER PUMP 1 P-201 DISTRIBUTION POWER TRANSFORMER I FF HEAT EXCHANGER I W-201 - AIR COMPRESSOR I C-1 I MAIN DISTRIBUTION PANELBOARD r--M—DP—I---1 280A, 4SOV, 30, 3 WIR , 30KAIC RAIN LUG ONLY CBI CHI I'�15AL30 --6 Z,—I CO3 C84 ISA430 4!_ DA/30 2SAL30 i LTT EQUIPMENT ROOM FORCED AIR HEATER CB12 SURGE PROTECTOR ----------- PANELBOARD SCHEDULE NAME: VTT/LTT MAIN DISTRIBUTION PANELBOARD EQUIPMENT NUMBER: MDP-1 VOLTAGE RATING: 480 VAC, 30, 3 WIRE WITH GROUND 79.10 KVA BUS RATING: 200 AMP5 101.77 AMPS (MAX LINE LOAD) MAIN BREAKER: NONE 95.00 AMPS (AVERAGE) FEED: TOP LOCATION: Vrr CONTAINER CONTROL ROOM MOUNTING: WALL MOUNT FEED FROM: MOP-1 CIRCUIT BREAKER SPECIAL FEATURES: 35 KAIC (SERIES RATED) ffwsng SVE BLOWER AIR SPARSE TANK TRANSFER PUMP P-202 P-101 KO TANTTIANSFE1 PUMP PHNSE MONITOR P-201 PHM-100 AIR SPARSE BLOWER P-102 AIR COMPRESSOR ENT AOOM-HiATiR�� LTT EQUIPM C-1 LTr-HRT-101 LOAD CALCULATION: CONNECTED VA METHOD NEC DEMANDCALC VA TOTAL LIGHTING (L) LOAD: L a ALL -@— Ile, TOTAL RECEPTACLE (R) LOAD: R a FIRST IOKVA @ 1% REMAINDER OVER 10KVA Sax 0 TOTAL MOTOR (M) LOAD. M 14,032 ALL @ i00% 14,032 LM 22,447 125% OF LARGEST 100% 28,058 TOTAL HVAC (H) LOAD' H 12,501 ALL @ 100% 12,501 TOTAL MISCELLANEOUS (X) LOAD: X 30,018 ALL 0 100% 30,018 TOTAL VA: 1 781998 VA 84,610 VA AVERAGE AMPS @ 95.0 AMPS 101.71 AMPS VOLTAGE PHASE TO PHASE- 480 NNEFXR� MAIN BREAKER ---Of -J-- MAIN CONTROL PANEL il 100A/30( CBI SSA IP JE C8Z 15A IP VTT CONTROL ROOM 15" PROTECTED RECEPTACLE I VTT-RECE P -20= VTT EQUIPMENT ROOM I LIGHTS ------- CB3 I 1p 0 0 ------ I C94 "--o 0 LTT EQUIPMENT ROOM LIGHTS ICBS M EQUIPMENT ROOM 0 C96 VTT CONTROL ROOM LIGHTS EXHAUST FAN I VTT: I CB7 CBS I-VTT LIGHTS I LTT EQUIPMENT ROOM I EXHAUST FAN 4� 15A ��z 0------i 2BA 2p Vrr CONTROL ROOM AC/HEATER 10=0 I I CB9 CB19 1 VTT-HrAC-2001 CU HEAT TRACE CIRIT 01 1 —k-4 39A/2P "6— HEAT TRACE CIRCUIT 92 #2 HEAT TRACE CIRCUIT 11 HEAT TRACE CIRCUIT #39 lHEAT TRACE CIRCUIT #Lj HEAT TRACE CIRCUIT #3A 3&M Cbll 30A �2,1 30m4 CBIZ 30A 2P 1 HEAT TRACE CIRCUIT 43 45 0 =4 C 13 i� �30A2P 1 —Ncl 30MA C814 ISA IP I HEAT TRACE �IRCUIT #4 I VLTT EQUIPMENT ROOM 1 SUPPLY FAN HEAT TRACE CIRCUIT FHEAT TRACE CIRCUIT 45 LTT EQUIPMENT ROOM SUPPLY FAN 24 *1 LTT-SPLY-F 30MA I ISACals 2P I5ACH10 IP I VTT-SPLY-FN-200 24 i VTT EQUIPMENT AREA GFI RECEPTACLE I VTT-RECE LTT EQUIPMENT AREA GFI RECEPTACLE -RECEP-201 I I ls;AC017Llp 1 SjColaLA I P I I LTT EQUIPMENT AREA GFI RECEPTACLE I LTT-RECEP-202 r--SPARE C019 20 �2 P 0 CB21 20A 2P CO20 15AI1P 1 Z---+— CB22 20A/IP C-1 AUTO DRAIN , AD, 0"" C824 20AZIP I r---p-A=E PANELBOARD SCHEDULE NAME: PANELBOARD EQUIPMENT NUMBER: PBD-1 VOLTAGE RATING: 2ORY/120 VOLT, 30, 4 WIRE WITH GROUND 17.20 KVA BUS RATING: 100 AMPS 48.58 AMPS (MAX LINE LOAD) MAIN BREAKER: 100 AMPS 47.00 AMPS (AVERAGE) FEED: TOP LOCATION: VrT CONTAINER CONTROL BOOM MOUNTING: WALL MOUNT FEED FROM: VTT/LTT MDP-1 (VIA XFMR-100) SPECIAL FEATURES: 25 KAIC Noun momm mummacm �mffmmmEw ME LOAD CALCULATION: gmthrk"41 - CONNECTED VA METHOD NEC DEMAND CALC VA rnrg� TOTAL LIGHTING (L) LOAD: L 1,500 ALL @ 100% 1,500 TOTAL RECEPTACLE (R) LOAD: R 900 FIRST IBKVA @ 100% REMAINDER OVER l0KVA sex TOTAL MOTOR (M) LOAD: M 1,124 ALL @ loox 1,124 LM 1,124 125% OF LARGEST 125% 1,405 TOTAL HVAC (H) LOAD: H 3,182 ALL @ 100% 3,182 TOTAL MISCELLANEOUS (X) LOAD, X 9,390 ALL P 100% TOTAL VA: 17,220 VA 0,125,! VA AVERAGE AMPS @ 47.8 48.58 AMPS I ol VOLTAGE PHASE TO PHASE= 208 rug IM 63 IIIIIIIIIIII�■■ 111111111111111■11 m : (TYP)&= MEMO m..mmm. �mmTmT®T.m�m�m� m (Typ)&= ...:..:.... :1 NIIIIIIIIIIIII Illllllllllllllillllllllll IIIIIIilllllllllllll Iilllllllllllll IIIIII IIIIIIII IIIIIIIIIVIIIIIIII PS1 14VDC UPS Vatte PS2 24VDC UPS Battery_ b rall-f-falo j�Q M-4mu%4I ramITTimo JIM'Analog Input Module IfiPt. $Crew a& 2nput Module ISPt. Screw hermostat mPanel_Cooling Fan Terminal Blocks �tmerzency � stop module MasterControl Relay 120vac SNO m� �Auxilary Relay IU9 24VDC AP r7mru mM�Kelsy R14 24VDC V o 1=001M. MiTTIIISW �IMU.17-"WMIZ4.0.nnEIr'�6�um,m, OWN= UNIT, '.1niain - illuminated V0,461 MiTTIW--TTIIIIIIIIIII M.T NMTerminal Blocks Analog F18426 10 Total MMTerminal � Blacks !20VAC Power 9 Total Control 7ower indicator �'Ethernet Port Item #1 DiSCription Part # 1 Motor Starter KO Transfer, Pump - (P291) LU412 REV NO 09 I DATE 09/20/2016 2 Motor Starter Air Sparge Tank Transfer Pump (P-101) LUS12 3 Motor Starter Sparge slower (P-102) LUBI 4 Motor Starter Heat Exchanger (W-201) LUSIZ 5 Phase Monitor 460 6 VrT#2 Supply Fan (VTT-SPLY-FN-200) WBIZ Fan 10 11 12 13 14 15 10/05/2016 10/07/2016 10/14/2016 10/18/2016 10/24/2016 10/26/2016 7 M82 Exhaust (LUt12 9 1 LTT#1 Supply Fan (LTT-SPLY-FN-100) LUB12 9 ILTT#1 Exhaust Fan (LTT-EZF-FN-109) W!U— is lGrounding Bus Bar PKISGTAL U ITerminal Blocks - 24VDC Controls 12 Sub Panel CP3924 13 Enclosure 488V 16 17 18 19 20 12/1212016 12/22/2016 01/23/2017 02/08/2017 03/06/2017 21 22 03/07/2017 08/21/2017 105051 14 Wire W&Y V FI.X, 15 Circuir groaker C811 SVE (M-20) 150PS 16 Terminal Blocks 128VAC Controls M' S4f, WA, I ? 13 14 12 .4 NAL 0 480 VoltS 30 10/10 17 '9 11 208 VoltS 30 120 VoltS 10 o000 000o W NO 0 ��U) m y v (D 14 14 E RR 0 HERB is z -1? fn - rn %n 1 08/27/2015 DRAWN BY: DARRICK WORRALL CHECKED BY: —RICH RICHARDS SCALE: 1-1/2- PROJECT NO: 1716024 SHEET NO. E22 O.OtjjL[EIFX r7min I I . MI�Enclosure 4lx36xl2 MIT -11MMITTIFTRW R-TYWITT, � TA r. M. MY Auxillary Relay_ 120VAC 4P Drawing Pocket ffju--�--Re—IM 24—VDC V FMMFVAF-T--MTA� FJL MOPanel M= - - — "Varistor i2evx — HIVaristor 24VDC "' cooling Fan Thermostat EM FVTMETY� 14mi SjbVr4iVFI5TW�- Terminal BlocksEnd Plate Gray Hand-Off-Auto Switch Maintain illuminated M!Contact Block I N.I�M 131-7011-711,13 oferminafslock 3-fier MiM Mo.) "UT"U."M IM.101:M; Mkr4viv,"m.j m—w:ror, E3 . I I " I . . EEITerminal Block Fuse Holder M Terminal Blacks End Plate Gira "Terminal Blocks End Barrier M Terminal Blocks 4 conductor Carrier M MTerminal Blocks Jumper _;-Way ... ... Motor KA Terminal Blacks Jumper 3-way -Disconn4ct irir-TMi-ui I "overload Relay (1.25-SA) "Auxillary Contacts I M'Top mount Bracket for Dialight "Ligh Switch Box M I Mi�"iteceptacie ISA 125V Tamper/Weather I fjr-M T.TII 4 F.T11 "M "M-3rM "Auxillor Contacts "Auxillary Contacts - overload MA90-120/240V 3Ph Transformer 30.@KVA Motor Disconnect Most 1xchanjer (W-201) ffjAAor-5UrtWI.0 HP 400V 2.1A "Motor Disconnect sup I Exhaust Fan& CB 2P Heat Trace 39A GFI _30MA CiViP Heat -Trace 20A 30mA GFr. ",Auxary contacts overload "InciminiLine farrier Anslog input Module 16pt. Screw Imu( nEthernet Expansion Wale Mithernat Expansion module "'Mini Circuit Breaker 2.*A IP PLC Ci rc 24vdc 3A Ithorpet Switch 1. 1 W.1 1: ITA F A T-Ift I A L- N I A a.-r.TZT. W-3 Was rlo Mom mnma�- 6' Ethernet Cable 1� Panel Mount Ethernet Part 22mn II Surge Arrestor zntrins4c/zoolation Barriers IN "INIUMICT.2 .. �31354 n "VM4V.1 A� yvjv�wl. M MOTOR SAFETY DISCONNECT & SEAL OFF DETAIL - LTT#1 & \ffT#2. OMOTOR SAFETY DISCONNECTS SQUARE 'D" 2SIDKR2 KAWAL SWITCH I (MAX HP IS @ 4GOV) (VOLTAGE RATING GBOV, CONTINUOUS CURRENT RATING 30A @ See VAC) SEAL OFFS PER NEC SEAL OFFS WILL BE INSTALLED BEFORE GF1 WIRING LEAVES THE CONTAINER (DSEAL OFFS WILL BE INSTALLED BEFORE STROBE LIGHT WIRING LEAVES THE CONTAINER LIT FORCED AIR NEATEF SAFETY DISCONNECI SEAL OFFS WILL BE INSTALLED ON THE LIGHT SWITCH BOX, EMERGENCY STOP SWITCH BOX A LIT FAN THERMOSTAT BOX.( a a o 00 SAFE LEL SENSORi OXYGEN SENSOR% 2 SAFETTE 0 r= --------- ------ - -- Ito LTT P-l" flTr EXHAUST FAN 0.4) ly DISCO.!�SAFETY DISCONNECT E CT S'AL�FF'KIILLO' of �NNSTA,LLE[D ON THE TO D I a .40XES I mmwf j Ei..... ......... SEAL OFFS C QO0 ITS LEAVING THE NON-CLASSIF N U ,rEo to AREA TO 711E RATED AREAS -CLASS IV 2, GROUP ■ E25 mw 0 LIGHT 'A (D N, 40 'As- a E Apr w 0 S�pMAL a) c jr, 0. w w oz X0, � In ICO '.4 DO llf E24 REV NO DATE LTT#1 09 09/20/2016 VTT#2 LIGHTNING GROUNDING PLAN / 10 1e/es/ze16 NOTES: 11 10/07/2016 I LIGHTNING PROTECTION SHALL COMPLY WITH THE FOLLOWING STANDAROSI 12 10/14/2016 NF1A700, UL96, 96A B LPI175 B 176 13 10/18/2016 03 12' AIR TERMINAL HEIGHT 14 1 10/24/2016 �0 MATERIAL TYPE - COPPER 04/0 BARE 1$ 1 10/26/2016 O4 GROUNDING CONNECTION - CADWELD 16 12/12/2016 S COPPER GROUND BUS PROVIDED (2' X 3/4' % 15') 17 12/22/2016 G DOHNLEADS FROM ROOFTOP TWO LOCATIONS PER CONTAINER 18 01/23/2017 C 15' OF 04/0 BARE COPPER TO BONG TO GROUND GRID 19 02/08/2017 ��S M• s'A_ 20 03/06/2017 iP�� OF W'A�y' ��'. 21 03/07/2017 22 08 21/2017 h O N NAL Gam` x R410 BARE COPPER GROUNDING HIRE 3OTHERS) DEEP - (SUPPLIED ^ C' (SUPPLIED BY OTHERS) o O d 6 6 c z 'F' =d E O s U s � a ' w 1 �'^ u H G f9 n w F a Z W 0 z Q # W nrl J W C 10 3d w .i J Sx M s 4 TYP) y N N r O F- s EXOTHERMIC WELD 44/0 BARE COPPER BONDING vsi 2U1PER TO EACH CONTAINER CORNER (TYP) A . (SUPPLIED BY OTHERS) 08/27 201$ DRAWN BY: DARRICK WORRALL CHECKED BY: DAN NOLAN 5LAL : s 1 4"=1' PRO3ECT N0: 1716024 11 E25 LL I I i I I I I I I I I I I I I i �i I it I I I i I i I I i i i I I i II I i I I I I I j I o i I I i I I I I I I I I I I I i I I I i I I I I I I i I � 'i I I I I I I I I I II �I I I i I I I I I I I I I I I I III I I i I E\S•lano CambucDan\=5 - YPE pilot Sway Ephrata Lanallu\CAD Poa\P51B60012-=\PSll W12-CS.O.Wq Apr 14, 2017 - 112/0m I 1 I Y \ 1 \t 1yy I I \ p \ \ BA F \ � O S. rn CD Z Al rn r � N 0 T J / N �3 Y n �Z ! p• / C C • ( m n r*m /1 J J J A g D z m m EPHRATA LANDFILL y D D o m � Z � rn C $ = „ r PRE-TREATMENT FACILITY &POND _ SELLAND CONSTRUCTION, INC. Z � m � o _^ Ephrata,Washington •HEAVY CIVIL* OIL &GAS •MINING• INDUSTRIAL • AGRICULTURAL•GEN. CONTRACTING do Appen ix C Contract Drawing] Ephrata Landfill 0 9 MultimPhase Extraction System Expansion Q Owner: 3803 Neva Lake Rd NW Project Contact: Grant County Public Works Ephrata, WA 98823 Tiffany Neier, PE 124 Enterprise Street SE R2 E Parametrix, Inc Ephrata, WA 98823 SW 1 /4 , NW 1 /4, Sec 33, T21 N, 6 719 2nd Avenue, Ste 200 Director: Andy Booth Tax Parcel Number: 160-90-3000 Seattle, WA 98104 Phone: 7 6-394-3671 �-� � PROJECT 01 R LOCATION 97 0 KS ANGELES 2 OUINAULT SEATTLE 5 30 NATCHEE ACOMA ABERDEEN 97 12 L"MPIA LLCNSBURG tot 12 YAKIMA 12 KELSO 97 UMATILU 5 14 ARLINGTO 14 VANCOUVER VICINITY MAP NO SCALE REVISIONS DATE ISY I DESGNED C. PN ANG DRAWN C. PHANG KED CHEC T. NOER �N] LOCATION MAP INDEX TO DRAWINGS DWG NO. SHT NO. SHEET TITLE 1 G1 COVER SHEET 2 G2 ABBREVIATIONS, LEGEND, GENERAL NOTES AND OVERALL SITE PLAN 3 C1 EXISTING SITE AND DEMOLITION PLAN 4 C2 PIPING PLAN 5 C3 CONTROL POINTS - NORTH 6 C4 CONTROL POINTS - SOUTH 7 C5 CIVIL DETAILS 8 S1 STRUCTURAL LEGEND, NOTES, AND ABBREVIATIONS 9 S2 GAC HOUSEKEEPING PAD AND STRUCTURAL DETAILS 10 S3 STRUCTURAL DETAILS 11 M1 MECHANICAL LEGEND, NOTES, AND ABBREVIATIONS 12 M2 PIPE, VALVE, AND EQUIPMENT SCHEDULE 13 M3 TREATMENT CONTAINER EXISTING CONDITIONS AND DEMOLITION 14 MA LTT TREATMENT CONTAINER LAYOUT AND MODIFICATIONS 15 M5 VTT TREATMENT CONTAINER LAYOUT AND MODIFICATIONS 16 M6 WELL PUMP AND VALVING DETAILS 17 M7 MECHANICAL DETAILS 18 M8 MECHANICAL DETAILS 19 M9 MECHANICAL DETAILS 20 M10 MECHANICAL DETAILS 21 Pi PROCESS AND INSTRUMENTATION LEGEND AND ABBREVIATIONS 1 22 P2 PROCESS AND INSTRUMENTATION LEGEND AND ABBREVIATIONS 2 23 P3 WELL FIELD PROCESS FLOW DIAGRAM 24 P4 LTT P&ID 25 P5 VTT P&ID 1 OF 2 26 P6 VTT P&ID 2 OF 2 27 P7 COMPRESSOR P&ID 28 E1 ELECTRICAL LEGEND AND ABBREVIATIONS 29 E2 ELECTRICAL SITE PLAN 30 E3 ELECTRICAL PLAN 31 E4 ELECTRICAL ONE -LINE DIAGRAM 32 E5 ELECTRICAL SCHEDULES 33 E6 ELECTRICAL DETAILS 34 E7 HEAT EXCHANGER #2 MOTOR ELEMENTARY 35 11 MAIN CONTROL PANEL WIRING DIAGRAM - 1 36 12 MAIN CONTROL PANEL WIRING DIAGRAM - 2 37 13 MAIN CONTROL PANEL WIRING DIAGRAM - 3 38 14 MAIN CONTROL PANEL WIRING DIAGRAM - 4 39 15 MAIN CONTROL PANEL WIRING DIAGRAM - 5 40 I6 MAIN CONTROL PANEL WIRING DIAGRAM - 6 41 17 MAIN CONTROL PANEL WIRING DIAGRAM - 7 42 18 MAN CONTROL PANEL WIRING DIAGRAM - 8 � I � ISSUED FOR BID Z PROJECT NAME DRAMING NO, ONE INCH AT FULL SCALE. x • EPHRATA LANDFILL 1 OF 42 IF NOT, SCAL�CORDINGLY Parametrix PLE NAMEta-Gt Y 0 o-A r:92,.::t en�e.s„v,, .no • v:a�a� MULTI PHASE EXTRACTION SYSTEM COVER SHEET ?ce4r�� ^" EXPANSION G 1 55JOB 3-1860-014 ����•-1ya.��:ix: 11! �,�i:;sue.; EPHRATA,WASHINGTON I I DAtJANUARY 2026 n7� LEGEND: EXISTING WATER SUPPLY WELL LOCATION EXISTING LYSIMETER MONITORING MANHOLE EXISTING GAS PROBE EXISTING VERTICAL LFG GAS WELL s EXISTING GROUNDWATER MONITORING WELL LOCATION 0 EXISTING OBSERVATION WELL ......... ......... EXISTING WATER LINE ELECTRICAL ........ EXISTING FENCE ___ CONSTRUCTION LIMITS - - - - - - AREA AVAILABLE FOR STAGING PROPERTY BOUNDARY --------- EXISTING LANDFILL (CLOSED) COVER SYSTEM LIMITS ... ...... NEW LANDFILL (ACTIVE) LIMITS ..... EXISTING ROADWAY EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR .. ............. ........ z EXISTING WELL UTILITY LINES, ON GRADE EXISTING WELL UTILITY LINES, ON ABOVE GRADE SUPPORTS PROPOSED WELL UTILITY LINES, ON GRADE PROPOSED WELL UTILITY LINES, ON ABOVE GRADE SUPPORTS CRUSHED SURFACING BASE COURSE KEY NOTE NUMBER REFERENCE 4 THAT CORRELATES NOTE CALLOUT TO NOTE THAT APPLIES 50002 COORDINATE SCHEDULE POINT NUMBER SURVEY NOTES: 1. HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983. WASHINGTON PLANE SOUTH ZONE COORDINATE SYSTEM, U.S. SURVEY FEET. THE HORIZONTAL DATUM IS BASED ON PUBLISHED INFORMATION FROM WASHINGTON DEPARTMENT OF TRANSPORTATION, POINT DESIGNATIONS DODSON (MONUMENT ID 6604). DODSON (MONUMENT ID 6604) NORTHING: 712478,017 (USFt) EASTING: 1874988.822 (USFt) 2. VERTICAL DATUM IS NAV088 BASED ON PUBLISHED INFORMATION FROM WASHINGTON DEPARTMENT OF TRANSPORTATION, POINT DESIGNATION DODSON (MONUMENT ID 6504). DODSON (MONUMENT ID 6604) ELEVATION: 1286.030 (USFt) 3. NO BOUNDARY SURVEY WAS COMPLETED. NO UTILITY SURVEY WAS COMPLETED. PLANIMETRIC LINEWORK IS INCLUDED FOR GRAPHICAL REFERENCE ONLY. 4. THIS TOPOGRAPHIC SURVEY WAS PERFORMED ON MARCH 26, 2025 FOR THE PURPOSES OF DEVELOPING AN EXISTING CONDITIONS DIGITAL TERRAIN MODEL AT THE TIME OF SURVEY. 5, CONTOURS WERE DERIVED FROM AERIAL PHOTOGRAMMETRY. 6. THIS SURVEY INCORPORATES UAV PHOTOGRAMMETRY, TERRESTRIAL LIDAR AND GNSS SURVEY DATA, ALL EQUIPMENT HAS BEEN MAINTAINED WITHIN MANUFACTURERS RECOMMENDATIONS LIST OF ABBREVIATIONS: CC CONDENSATE COLLECTION N.I.C. NOT IN CONTRACT cCW COUNTER CLOCKWISE NO. NUMBER CLR CLEAR OBS OBSERVATION CSBC CRUSHED SURFACING BASE COURSE O.C. ON -CENTER E EAST PSF POUNDS PER SQUARE FOOT EL ELEVATION SDR STANDARD DIMENSION RATIO EW EXISTING PILOT EXTRACTION WELL SO SQUARE FLG FLANGED SW SOLID WALL FTP FOOT/FEET SS STAINLESS STEEL GAC GRANULAR ACTIVATED CARBON THD THREADED GB GRADE BREAK THK THICK GP EXISTING GAS PROBE TYP TYPICAL GW GROUNDWATER LIV ULTRAVIOLET HDPE HIGH DENSITY POLYETHYLENE VE VAPOR EXTRACTION IE INVERT ELEVATION VTT VAPOR TREATMENT TRAIN IN/ INCH(ES) W6 EXISTING OBSERVATION WELL HP HIGH POINT & AND LFG LANDFILL GAS q CENTERLINE LP LOW POINT 0/01A DIAMETER LTT LIQUID TREATMENT TRAIN = EQUALS GENERAL NOTES: 1. MTCA SITE: THIS SITE 13 UNDER A MODEL TOXICS CONTROL ACT (MTCA) CLEANUP UNDER ECOLOGY AGREED ORDER NO. DE 3810. POLLUTANTS MAY BE PRESENT IN SOIL AND GAS SYSTEMS. SEE THE CONTRACT SPECIFICATIONS. EACTIVE LANDFILL. THE NORTH END OF THE LANDFILL IS ACTIVE AND BEING FILLED. CONTRACTOR SHALL NOT INTERRUPT LANDFILL OPERATIONS AND SHALL COORDINATE ALL DELIVERIES, SHUTDOWNS, AND CONSTRUCTION ACTIVITIES WITH LANDFILL STAFF. 3. ACCESS AND STAGING: CONTRACTOR SHALL ACCESS THE CONSTRUCTION AREA ONLY THROUGH THE LOCKED GATE AT THE NORTH END OFTHE LANDFILL, OFF NEVA LAKE ROAD, AS SHOWN ON THE DRAWINGS. USE ONLY DESIGNATED ACCESS ROADS AND STAGING AREAS. DO NOT STORE OR PARK EQUIPMENT OR MATERIALS ON THE LANDFILL COVER SYSTEM OUTSIDE APPROVED AREAS. MAINTAIN SEPARATE MATERIAL STOCKPILE AND PARKING AREAS WHERE INDICATED. 4. CONSTRUCTION LIMITS: SITE ACCESS IS LIMITED. CONTRACTOR SHALL RESTRICT PERSONNEL, VEHICLES, AND EQUIPMENT TO THE CONSTRUCTION LIMITS SHOWN ON THE DRAWINGS. EMPLOYEE VEHICLES ARE NOT ALLOWED IN THE ACTIVE OPERATIONS AREA. 5. EXISTING INFRASTRUCTURE: PROTECT ALL EXISTING WELLS, GAS LINES, LEACHATE PIPING, PROBES, UTILITIES, AND OTHER INFRASTRUCTURE NOT DESIGNATED FOR REMOVAL OR REPLACEMENT. ANY DAMAGE SHALL BE REPAIRED AT NO COST TO THE CONTRACTING AGENCY. 6. UTILITY VERIFICATION: NOT ALL UTILITIES ARE SHOWN. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION WHERE NEEDED. DETAIL AND SECTION DESIGNATION INDICATES DETAIL INDICATES SECTION NUMBER LETTER INDICATES SHEET WHERE ec INDICATES SHEET WHERE DETAIL IS SHOWN SECTION IS SHOWN STANDARD DETAIL OR SECTION APPEARS ON THE SAME SHEET INDICATES INDICATES DETAIL NUMBER SECTION LETTER) SUBTITLE SUBTITLE DETAIL SECTION /AN SCALE C4 SCALE INDICATES SHEET INDICATES SHEET WHERE DETAIL IS REFERRED TO WHERE SECTION IS REFERRED TO JJ R3 ACCESS GATE 7. CONTOUR ARE SHOWN AT 2-FOOT INTERVALS AND SHOULD BE �V- �1, _--___---_-------_—_-----.I CONSIDERED ACCURATE TO WITHIN ONE-HALF THE CONTOUR INTERVAL, OVERALL SITE PLAN SCALE IN FEET 0 200 400 % ISSUED FOR BID REVISIONS DATE BY DESIGNED PROJECT NAME DRAVANG NO — C. PHANG ONE INCH AT FULL SCALE. DRAWN IF NOT, 3CALE ACCORDINGLY r% EPHRATA LANDFILL ABBREVIATIONS, LEGEND, 2 OF 42 C.PHANG FILE NAME rarametrik MULTI PHASE EXTRACTION SYSTEM GENERAL NOTES AND OVERALL - CIIEOI PS1860014-02 719 2nd Avenue. Sulti.-IO(I - Sealllu,WA 98104 EXPANSION T. NEIER N. — APPR 0 553-1860-014 ol lws �lh:206.394.3700 SITE PLAN G2 OW ___ff B. PIPPIN DA JANUARY 2026 EPHRATA, WASHINGTON 9ASTIN GLINER-SYSTEM TERMINATION FENCE LINE CONSTRUCTION NOTES: 1. CONTRACTOR SHALL DISPOSE OF ALL UNACCEPTABLE MATERIALS GLANDFILL EXISTIN a ..,.COVER SYSTEM LIMIT tr S AND REFUSE IN THE ACTIVE LANDFILL, AS DIRECTED BY OWNER. CNCTR SALL SE E SITE WITHIN2SIOTERACEOFORHSAGING.TIFHADDRIONALAREAIS NEDED, OWNER SHALL SPECIFY ADDITIONAL ACCEPTABLE LOCATIONS. a 3. CONTRACTOR SHALL NOT DISTURB NORMAL LANDFILL OPERATIONS DURING HAULING AND,SHALL FOLLOW OWNERS C SSRpA W-U4P2 ........ DIRECTIONS. . . EXISTING SHOP BUILDING N 1V. �-z DEMOLITION AND REMOVAL NOTES: 1. ALL DEMOLITION AND REMOVAL WORK SHALL INCLUDE EXISTING PRETREATMENT DISCHARGE PIPE x INCIDENTAL REMOVALS REQUIRED TO COMPLETE NEW CONSTRUCTION AS SHOWN ON THE DRAWINGS, CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, WELLS, AND SYSTEMS NOT DESIGNATED FOR REMOVAL MATERIALS AND DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN EXISTING 6"CRUSHED . . ....... 11040 "SURFACING ACCORDANCE WITH APPLICABLE REGULATIONS. SURFACE f RESTORATION AND CLEANUP SHALL COMPLY WITH WSOOT SECTION 1-04.11 'FINAL CUEANUP.'ANY DAMAGE TO EXISTING CONTAINER NO. 1: A r FEATURES SHALL BE REPAIRED AT NO COST TO THE CONTRACTING AGENCY. EXISTING LIQUID TREATMENT TRAIN 16'i-'bOOR GATES --p \ REMOVE GROUNDWATER M AIR PIPE DEMOLITION NOTES: AND COMPRESSED v x ..... ...... . ....... MdV�6STING REMOVE EXISTING GROUNDWATER AND COMPRESSED AIR PIPE AND INSULATION TO EXTENT SHOWN IN PLAN. KEEP EXISTING PIPE M2RE . .. ... "'"`VAPOR PIPE MW-1.13P2 EXISTING ROAD UTILIDOR ANCHORS, GUIDES, SUPPORTS, AND UTIUDOR, 4k rM--J ��'7 P I E] REMOVE EXISTING VAPOR PIPE AND EXISTING INSULATION AND MODIFY OR REPLACE PIPE GUIDES, CLAMPS, AND SUPPORTS AS CONTAINER NO. MW-126m. VAPOR TREATMENT TRAIN MW-128B REQUIRED FOR NEW PIPE SIZE. REUSE EXISTING SUPPORT HARDWARE WHERE FEASIBLE AND APPROVED BY ENGINEER. '—REMOVE 'N EMy. -i2gF MW 1 EXISTING r" REMOVE EXISTING FENCE TO EXTENT NECESSARY TO CONSTRUCT FENCE [13]. % 7. -114P2 REMOVE 61S T .0 EXISTING VAPOR PIPE d UTILITY PIPE CORRIDOR. �,MW -81B I . - I e..MW-8OP2 A c" - MW-1 17PI. bw,11w -A MW-q6.B MW .131P2 EXISTING WELL UTILITY Pi, MW-38P2... :MW.-1 19 1. LINES, ON GRADE NmPi M�. I MW INTERIOR ACCESS ROAD MW�4025�- I TO BE ABANDONED MW 10 6) �m v 'MW-35'02�, MW-NP-l. P, MW-10i 2 MW. -1358 436pi,, Mvi- Mw"tupt LANDFILL m CLOSED LAN— MW�86B W-199 mw f,, - MW-0112 MW-1107P /191W-37131 mw-aspl-My -,lf2p2. W-32B MW-92pl- MwLgi .2'. �:MW ,74B', MW-93B' MW 69P1 LEGEND: .MW -13P2 --,MW46 MW-83PI' mw-95pl., ............ .............. EXISTING WELL UTILITY LINES, ON GRADE EXISTING WELL UTILITY LINES, �OMW -68PI MW-94P2. A cc, MW73Q5—�. MW-91D. '�O .41) NfW-66PI ON ABOVE GRADE SUPPORTS w w WATER SERVICE MW-34PI �M*70P`l P`f ....... ......... EXISTING LANDFILL COVER ......... SYSTEM LIMITS ........ ......... EXISTING FENCE EXISTING UTILITY WELL MW -64 pi -M*idAP2,-' VATE LINES, ELEVATED -10401 EXISTING GRAVEL ....... ....... EXISTING ASPHALT ---,fW-33P2 ...... .. 7 .. .... EXISTING LANDFILL COVER SYSTEM LIMITS ...... EXISTING MINOR CONTOUR CO M*12113 EXISTING MAJOR CONTOUR ...... "MW-88P MWw89B MW -1 f8P2 A DEMOLITION LINE -Pp POWER POLE EXISTING GAS PROBE MW-78B MW-96pl PLAN� -9 EXISTING MPE WELL � ; � � \; . EXISTING WELL Aa SCALE IN FEET AREAAVAILABUE FOR STAGING 0 30 60 REVISIONS DA rE By DESIGNED O—NEw* — C. PHANG ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCOftDINGLY — C. PHANG in-c-frametrik ISSUED FOR BID PROJECT NAME DRAWING NO. EPHRATA LANDFILL 3 OF 42 MULTI PHASE EXTRACTION SYSTEM EXISTING SITE AND I CHECKED T. NEIER APPROVED B. PIPPIN TFMK;:C7 1860-014 DA %NUARY 2026 N 1t. . uill=26 7192i,dAvenwo.Sull,200 I Sealtle.VIA98104 �lh:1�106.394.3700 EXPANSION DEMOLITION PLAN cl EPHRATA, WASHINGTON 1 All GAD VESSELS \♦ r♦♦ \1 AND EQUIPMENT PAD M4 52 C3 A<'Q%� '' ♦ ®e'.r ♦ 1 RO ♦ ♦ "" EXISTING CONTAINER N0, 1; NOTES:, 1❑ SEE DETAIL,/M6 FOR MULTIPHASE EXTRACTION WELL ASSEMBLY, TYP OF ALL MPE WELLS. LIQUID TREATMENT TRAIN M4 .: \ EXISTING SHOP BUILDING ar j '�+ ` ` `� `. 2❑ SEE DETAIL 2/M6 FOR VAPOR EXTRACTION WELL ASSEMBLY, TYP OF ALL VE WELLS. ❑ SEE DETAIL S/M6 FOR OBSERVATION WELL ASSEMBLY, TYP OF ALL OBS WELLS. y.. EXISTING CONTAINER NO.2 �+ �, . „, •.,, 1 :. %^ 'meµ '\ ❑ APPROXIMATE PIPE ALIGNMENT, SEE SHEET C3 AND C4 FOR ALIGNMENT AND ELEVATION INFORMATION. CONTRACTOR TO FIELD ADJUST ALIGNMENT AND PIPE HEIGHT ON SUPPORTS IN MS VAPOR TREATMENT TRAIN ^�.;.� ' .µ \ \ \ '• <� ,: PIPE CLEANOUT ❑ ` CONSULTATION WITH ENGINEER TO PROVIDE A SINGLE LOW POINT. PIPE ALIGNMENT AND HEIGHT /o PIPE DRAINAGE GRADIENT. THE ALIGNMENT, A SHOWN, IS BASED ON TOPOGRAPHY SURVEY INFORMATION AT THETITIME OF DESIGN, \ ♦ ' REPLACE GROUNDWATER AND { COMPRESSED AIR PIPES .. M" µ/me ♦:\1 r f y EXISTING ROAD UTILIDOR PROVIDE CLEANOUTS ALONG THE EXISTING SUCTION, GROUNDWATER, AND DISCHARGE PIPES ❑ AT LOCATIONS INDICATED IN PLAN. 5 1 2 y l i j MW11'3P2y , TO REMAIN 1❑ \. �, `•♦ t M9 M10 - 1 r` ( f \ MW-12701 [3 �• .. "� \� 1♦1 1 . \ IMWW--120P_2 6, PROVIDE GRADUAL PIPE TRANSITION ONTO PIPE SUPPORTS. PROVIDE TEMPORARY SUPPORTS, AS NECESSARY, TO MAINTAIN GRADIENTS AND AVOID APPLICATION OF STRESS ON PIPING. .,: 1. 3 •r \ © DE `y UTI ❑ !c \ � 1 ♦ 6"GRAVEL WALKWAY . C5 ❑5 PIPE CLEANOUT REPLACE FENCE ; y . '' + ". y IN KIND 318 ❑ `+ ' 2 PROVIDE EXPANSION JOINTS ALONG PIPE LENGTHS SUPPORTED BY PIPE SUPPORTS. FOR PVC ❑ PIPE, INSTALL A MINIMUM OF ONE EXPANSION JOINT PER BRANCH AND ADDITIONAL EXPANSION JOINTS EVENLY SPACED AT A MAXIMUM OF 12 FEET O.C. FOR CS PIPE, INSTALL A MINIMUM OF ONE EXPANSION JOINT PER BRANCH AND ADDITIONAL EXPANSION JOINTS EVENLY SPACED AT A ,` ;AW - +♦ • l \1 ` \ ♦ y , WELL UTILITIES AND 4 a y ♦ I y PIPE SUPPORT (TYP) M7 N1Vt 729Pi,❑3 U Il IDOR \ REPLACE EXISTING ^j� _ C5 MAXIMUM OF 55 FEET O,C, MAINTAIN PIPE CONTINUITY FOLLOWING EXPANSION JOINT INSTALLATION. REPLACE EXISTING VAPOR PIPE (REF. PIPE A, DETAIL 31M7) WITH NEW 6 INCH PVC PIPE. REMOVE VAPOR PIPE I.!-,+ x \.. \, :• ' y ` �.+ "'t % ro.r y \ NWELL UTILITIES ;'. �cy w ` � � 115. `y ." ..� \ ^-•,.. 4 8 3 `1, ❑�t EXISTING INSULATION AND MODIFY OR REPLACE PIPE GUIDES, CLAMPS, AND SUPPORTS AS REQUIRED FOR NEW PIPE SIZE. REUSE EXISTING SUPPORT HARDWARE WHERE FEASIBLE AND APPROVED BY ENGINEER, ALL CSBC SHOWN IN PLAN SHALL BE WSDOT CSBC PER SPECIFICATION SECTION 4-04 UNLESS ✓%' M7 ON GRADE (TYP) ` ♦C . L . -. ' 1 "' \ \ _ ) ;CMW Elr� �. ~`, \ \ tt +. MW 1 t7P1 ' , , r ❑ OTHERWISE NOTED. 10 DRAIN EXISTING UTILITY PIPES AND SHUT OFF POWER TO PUMPS PRIOR TO PIPE MODIFICATION. Pt it 1 I ., ♦ 3�1�96B ., ` ' \�� `\ • `' , ` MW 38P2 3�l:; ) 0 M TMP2❑3 yy .t.. t 1 REPLACE EXISTING GROUNDWATER AND COMPRESSED AIR PIPE (REF. PIPE B & C, DETAIL 31M7) IN KIND AS INDICATED ON PLANS AND APPROVED BY ENGINEER. REPLACE PIPE GUIDES, CLAMPS, ! u: •. •.. 2 MW 99P2 1131Q�3 .. 1 x r 1 ❑ \ I: t r UTILI�bR 5 PIPE CLEANDOT ®' ❑ ~+ \ ` AND SUPPORTS AS REQUIRED FOR NEW PIPE. REUSE EXISTING SUPPORT HARDWARE WHERE FEASIBLE AND APPROVED BY ENGINEER. MW.-102gky. : C' MY�i-122P2.a ^ 1 ! n ',' t i `,•. 1 3 1MW-3 Pi' ❑3 MW-84P'I'.+, � '"<:.�2 MW-101P2 UTT `y'y+. + \ ❑2 MW-1ff6H..... C5 ...... .-. ❑10 EXISTING UTILITIES ; \ ^ % TO REMAIN v �a ♦ ♦� MW 86�❑3 \ ❑{�1W-109P1 t"' t _-...-..-� J 1 MW 87P �3 EXISTING LANDFILL r, "^ MW85P1 COVER SYSTEM LIMITS r ♦ �,-. \,y ,\., •,,.,' ,,,.r. «.. '^'.,.".. ,,, .•,.,., .--ram r\ ♦ '",-WELL UTILITIES \ \', .92P1[2D, UTILITIES AND PIPE �. \. \ . SUPPORT (TYP) y o MW-93B�3 •' MW-69P1 �2 ♦\ 1.. M7 4 ,�,.w� \ .., `�� EXISTINGROAD,TYP ♦ 1 1 n MW63Pi -M 68P1 1❑ . MW-94P22 q \ 1 rMYV 67P1C O MW ❑• CCFS$R µ OA "•-•.,,. 3 MVP�oP �. ...,,� , _ 11 11=1 O i '''4 LEGEND: 1 ❑5 PIPE �LFANOUT -�' 4j.: ,., .<:..�...,, . .: W-34P1a tyMW-70PI ❑ W 3 ......... 1 ' ;MW 65P1� 1 ��^ w. ` 1 I ❑5 PIPE CLEAN --.x+ ......... .......... ......... EXISTING WELL UTILITY LINES, ON GRADE EXISTING WELL UTILITY LINES, ON ABOVE GRADE SUPPORTS NOU / PE CLEA T 5 . 1 . PI ❑ w ❑' 4 pi 4 PIPE 0 N GRADE PIRECLEANOUT❑5 n MW 104P 1�3 • ............ ON ABOVE GRADE SUPPORT IN ES S { / ( , .... 1 '•� EXISTING MINOR CONTOUR • EXISTING MAJOR CONTOUR _, . _• IJ \ ? \ . „ , *...µ " j • .- ------ -- - - `� EXISTING WELL, PROPOSED MPE WELL al EXISTING WELL, PROPOSED VE WELL 0 EXISTING WELL, PROPOSED DES WELL I 3 ♦ j 1 PLAN " -• - '• '' ' y ' ' ' , / � 1 SCALE IN FEET S 0 20 40 • , , , 0 MW-9UP,1❑3 t ) EXISTING WELL CRUSHED SURFACING BASE COURSE (CSBC) ISSUED FOR BID DATE BY DESIGNED ; pf N'�vtiN7r;\f�' i REVISIONS�• PROJECT NAME DRAWING ND. C. PHANG ONE INCH AT FULL SCALE. .F' 2 ■ 1 DRAvm IF NOT, 3CALE ACCORDINGLY - `C t�ar�ri�etr'x EPHRATALANDFILL aoFa2 C. PHANG MULTI PHASE EXTRACTION SYSTEM PIPING PLAN C.E. PS1660014—C2 1Aal. '✓ 7t92rJAvehue.Sune MO- SeaT(lu•WA 98104 '�pCrKTERi EXPANSION T. NDER 553-1660-014 G ��� Ph:206.394.3100 wFRm> D IA 3p1N.t1, w EPHRATA, WASHINGTON q q CZ 5 e. PIPPIN JANUARY 2026 DVI2nOla 11 GACVESSELSAND 1 POINT TABLE -VAPOR TREATMENT TRAIN_ MS - ....- .... 4001 ING FENCE IN -KIND.. RIDOR LATERAL ..+•r. • r •"Cl NoM PORTS, 1• 11 d 0 •• d • •r • , . I SURFACE ELEVATION PIPE SUPPORT/ DESCRIPTION ON -GRADE ELEVATION II : I I• •:MW.1 II• I.: 09 11: 1 •1 �. I 06 • "INT INFLECTION, LOW POINT, INSTALL CLEANOUT 11 I••I. : I I I �-�- • e •• INFLECTION, LOW POINT, INSTALL CLEANOUT 11 I, 1 . • DESCRIPTION • • • 11• � 1 11 1 1 • 11 :/:1 •:JUNCTION,• JUNCTION,• UNCTION. END PIPE CORRIXOR HFAIER LOW POINT,• TIE-IN, START PIPE CORRIDOR HIGH POINT, INSTALL RELIEF VALVE ,.,,••.»^ice-/' �� � PIPE CORf31DOR, / LATFRA, 0', LOPE C5 U`TIU0OR C5 1. SEE PIPE LATERAL ON SLOPE SECTION FOR PIPE CORRIDOR BRANCH ON SLOPES. A C5 2. SEE PIPE LATERAL ON SUPPORTS SECTION FOR SOUTH SIDE OF MAIN PIPE CORRIDOR HEADER, NOT EXCAVATE AT ANY LOCATION PIPE CORRIDOR BRANCH ON cs e WITHIN LANDFILL COVER B. CONTRACTOR SHALL SYSTEM LIMITS UNLESS DESIGNATED BY THE PLANS 1 ALL CSBC SHOWN IN PLAN SHALL BE WSDOT CSBC 4-04 UNLESS OTHERWISE NOTED, 5. CONTRACTOR SHALL INSTALL RELIEF VALVE ON OR THE ENGINEER, PER SPECIFICATION SECTION GROUNDWATER PIPE AT LOCAL HIGH POINTS AND WHERE INDICATED ON PLANSICONTROL POINT IS GREATER THAN 5' FROM CALLOUT, CONTRACTOR LOCATION WITH ENGINEER. TABLE. IF LOCAL HIGH SHALL CONFIRM 4 M9 6. CONTRACTOR SHALL INSTALL CLEANOUT ON ALL COMPRESSED AIR, VAPOR) WHERE INDICATED ON 7. PIPE ELEVATIONS ARE APPROXIMATE. PIPES SHALL PIPES (GROUNDWATER, PLANS/CONTROL TABLE. ® 12 MO M10 HAVE A MINIMUM SLOPE OF 1.0 k WITH LOW AND HIGH POINTS WHERE INDICATED LEGEND: «_*• M•-+nK••---•• - • EXISTING WELL UTILITY LINES, EXISTING WELL UTILITY LINES, ON ABOVE GRADE SUPPORTS WELL UTILITY LINES, ON GRADE WELL UTILITY LINES, ON THE DRAWINGS. ON GRADE ON ABOVE GRADE SUPPORTS EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 1268 PROPOSED MINOR CONTOUR _ 1270 PROPOSED MAJOR CONTOUR EXISTING WELL, PROPOSED EXISTING WELL, PROPOSED MPE WELL VE WELL ;* EXISTING WELL, PROPOSED EXISTING WELL 105 CONTROL POINT NUMBER OBSERVATION WELL ISSUED FOR BID yll f1: l\p N'ASff, .\Ai PROJECT NAME DRANINC N0. `•w P C `y amet`r°' EPHRATA LANDFILL 5 of 42 ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY ia` ME NAW Wo6 s MULTI PHASE EXTRACTION SYSTEM CONTROL POINTS - NORTH P51860014-C3-C4 2aal. Ph:206 4.310SaIW20n•5eanlc,WA9H7U-0 EXPANSION C3 553-1860-014 Q�CIsT, , �.�• r+n: �OIi.39A.37W 1 \INN,ll, r.I EPHRATA, WASHINGTON 1 DAIJANUARY 2026 0111212020 NOTES: ' 1. SEE PIPE LATERAL ON SUPPORTS SECTION FOR PIPE CORRIDOR BRANCH ON 1101 SOUTH SIDE OF MAIN PIPE CORRIDOR HEADER. B POINT 2. CONTRACTOR SHALL NOT EXCAVATE AT ANY LOCATION WITHIN LANDFILL COVER 1101 SYSTEM LIMITS UNLESS DESIGNATED BY THE PLANS OR THE ENGINEER. 1102 3. ALL CSBC SHOWN IN PLAN SHALL BE WSDOT CSBC PER SPECIFICATION SECTION 1103 4-04 UNLESS OTHERWISE NOTED. r`\ 1104 4. CONTRACTOR SHALL INSTALL RELIEF VALVE ON GROUNDWATER PIPE AT LOCAL THIGH POINTS AND WHERE INDICATED ON PLANSICONTROL TABLE. IF LOCAL HIGH 1105 POINT IS GREATER THAN 5' FROM'CALLOUT, CONTRACTOR SHALL CONFIRM ` LOCATION WITH ENGINEER. 4 1106 M9 1107 5 CONTRACTOR ZIHALL INSTALL CLEANOUT ON ALL PIPES COMPRESSED AIR, VAPOR) INDICATED ON LANSGCON ROYL TABLE. 1106 , 2101 \ 1 102 - 5 1 2 1109 M9 M10 \6,�E RRIDOR LATERAL 1103 6. ATIONS ARE APPROXIMATE, PIPES SHALL HAVE A MINIMUM SLOPE OF PIPE ELEVPORTS, TYP1.0%WITH LOW AND HIGH POINTS WHERE INDICATED ON THE DRAWINGS. 11042102 ti 3101 ` _, 3102 3103 a o U 1106 ``•� \ •` 'ti '. 2103 REPLACE EXISTING WELL 7 UTILITIES PIPES M7 t I I 3105 � rg ti I WELL UTILITIES AND PIPE SUPPORT M7 1109 1 I j M7 WELL UTILITIES AND PIPESUPPORT 0%' Oaf ' _ •' �0� ....... o PIPE CORRIDOR LATERAL C5 ON SUPPORTS', TYP 0-7—M B PIPE CORRIDOR LATERAL CS IDN SUPPORTS, TYP — t t t t LEGEND: °H°°»- •-> ,u, EXISTING WELL UTILITY LINES, ON GRADE EXISTING WELL UTILITY LINES, ON ABOVE GRADE SUPPORTS WELL UTILITY LINES, ON GRADE WELL UTILITY LINES, ON ABOVE GRADE SUPPORTS 1 . EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 1268 PROPOSED MINOR CONTOUR 1270 PROPOSED MAJOR CONTOUR ;0 EXISTING WELL, PROPOSED MPE WELL 30 EXISTING WELL, PROPOSED VE WELL 10 EXISTING WELL, PROPOSED OBSERVATION WELL EXISTING WELL 105 CONTROL POINT NUMBER '511,3 ..., ISSUED FOR BID o� u.tsq.. 4, PROJECT NAME DNAYANC N0. ONE IN AT FULL SCALE. A f' T, C ■ IF NOT, SCALE ACCORDINGLY P�rarnetr'k EPHRATA LANDFILL 6 OF 42 PS1860JOB N..014-C3-C4 98104 MULTI PHASE EXTRACTION SYSTEM CONTROL POINTS -SOUTH +401. 719 21N Avenue. SUlte 200 • Seattle. WA 553-1860-014,•,R°1%rsT�a��4 r`h: 2o6.39A.370D EXPANSION C4 DATJANUARY 2026 �TO'�AI.t` ov+znozo EPHRATA, WASHINGTON 11. SEE MECHANICAL SHEETS /7% FOR PIPE KEY PIPE SUPPORT 1 G, 70 ❑WELLHEAD ASSEMBLY SLOPE VARIES • A 4 A A A I 4e 4 -: L—------------- ON -GRADE PIPEANCHOR G17 El ............ I 4A a v e a A q PIPE CORRIDOR LATERAL ON SLOPE SECTION JA A ON -GRADE /2N NO SCALE C3 PIPE ANCHOR %WE] SEE MECHANICAL SHEETS 4'-6" MAX SPAN BETWEEN PIPE SUPPORTS 4-6" MAX SPAN BETWEEN PIPE SUPPORTS FOR PIPE KEY ]WELLHEAD El n2 ASSEMBLY 19 'ilum - - - - - - - - - - - - - - -IN e-A\ HEIGHT - alk EXISTING WELL ................. I I PIPE SUPPORT M7 PIPE SUPPORT M7 - - - - - - - - - - .................... ............... ......... ... ... ... .................... A A PIPE CORRIDOR LATERAL ON SUPPORTS SECTION NO SCALE C3, C4 NOTES: INSTALL PRE -CAST ON -GRADE PIPE ANCHORS AT TOP AND BOTTOM OF SLOPE. EPIPE SLOPE AND PIPE SLOPE DIRECTION VARIES, SEE PLANS. (90 EITYPE OF WELLHEAD ASSEMBLY VARIES, SEE CIVIL PLANS FOR TYPE/LOCATION OF WELL AND MECHANICAL DETAILS FOR WELLHEAD ASSEMBLY, C3 10 A B C PIPE SUPPORT ISOMETRIC PIPES TO BE ANCHORED TO FLOOR, SEE MECHANICAL SHEETS FOR PIPE KEY AND PIPE SPACING EXISTING CRUSHED 7 'a6d� SECTION UTILIDOR DETAIL N.T.S C2. C3 ISSUED FOR BID ti�Ov WARN PROJECT NAME DRAVANG NO REVISIONS DATE By DESIGNED ownumwm* C. PHANG ONE INCH AT FULL SCALE. EPHRATA LANDFILL 7 OF 42 DRAWN IF NOT, SCALE ACCORDINGLY Parametrik MULTI PHASE EXTRACTION SYSTEM C. PHANG FILE NAME CIVIL DETAILS CHECKED PS1860014—05 7t9 2ud AVenUe. Soft,- 200 - Sealt[L. WA 98104 EXPANSION C5 N L06.394.3700 T. NEIER "553-1860-014 EPHRATA, WASHINGTON 12 PR APOVED DA B. PIPPIN t5ANUARY 2026 0111212026 GENERAL STRUCTURAL NOTES: CONCRETE ALL DETAILING, FABRICATION AND INSTALLATION OF REINFORCING BARS, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315, LATEST EDITION. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 BUILDING CODE, LATEST EDITION. TOLERANCES SHALL CONFORM TO ACI 117, SECTION 1 THROUGH 6. DESIGN STRENGTH CAST -IN -PLACE CONCRETE, UNLESS OTHERWSE NOTED: ALL LOCATIONS ........................YG = 4000psi AT 28 DAYS REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60. LAP SPLICES SHALL BE PER TABLE SHOWN ON THIS SHEET. CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, BUT NOT LESS THAN ONE BAR DIAMETER: FOOTINGS AND MATS CAST AGAINST SOIL .....................3" CONCRETE IN CONTACT WITH SOIL, WEATHER OR WATER .......2" CONCRETE NOT EXPOSED TO SOIL, WEATHER OR WATER ....... 1Ys' BEAMS AND COLUMNS (TO STIRRUPS) ... . .................... 1" SLAB ON GRADE: UNDER 6" THICK ......................... AT SLAB CENTER 6" AND OVER ............................ AS SHOWN PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES AND OUTSIDE CORNERS. ACCESSORY BARS RIGIDLY SUPPORT BARS ON APPROVED ACCESSORIES. PROVIDE #4 RAISER BARS AT 36" ON CENTERS MAXIMUM TO SUPPORT TOP REINFORCING STEEL IN SLABS/MATS. DOWELS AND CORNER BARS ALL HORIZONTAL BARS SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH PILASTERS. PROVIDE DOWELS AND CORNER BARS FOR ALL COLUMN AND WALL REINFORCEMENT, AT LEAST THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. LAP SPLICES AND EMBEDMENT SHALL BE AS NOTED. PROVIDE TWO ADDED VERTICAL BARS AT ALL WALL INTERSECTIONS, JOINTS PROVIDE CONTINUOUS WATERSTOPS AT ALL JOINTS OF LIQUID CONTAINING STRUCTURES AS SHOWN. ROUGHENED SURFACES AT CONSTRUCTION JOINTS SHALL HAVE A SURFACE AMPLITUDE OF Y4" MIN. BAR SPLICES LAP REINFORCING STEEL PER SCHEDULE. THE LENGTH OF LAP SPLICE OF BARS OF DIFFERENT DIAMETER SHALL BE BASED ON THE SMALLER DIAMETER. BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORDANCE WITH AWS 01.4 WELDING CODE. WHERE REINFORCING BARS CANNOT BE DEVELOPED DUETO TO THE LIMITED EXTENT OF THE CONCRETE STRUCTURE, THE BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOKS, HOOKS ARE ACI 318 STANDARD UNLESS NOTED. SPECIAL INSPECTION SCHEDULE ITEM CI PI REMARKSIREFERENCES GENERAL: PREFABRICATED ITEMS X SITE PREPARATION, FILL PLACEMENT, SOIL COMPACTION BY GEOTECHNICAL ENGINEER OR AN APPROVED TESTING X AGENCY CONCRETE: IBC TABLE 1705.3, ACI 318-2015 REINFORCING MATERIALS & PLACEMENT X ASTM AS NOTED, ACI 318 CHAPTER 20.25 & 26.6 WELDING -REINFORCING X AWS D1.4 ANCHOR RODS, EMBEDDED BOLTS & INSERTS X PRIOR TO AND DURING CONCRETE PLACEMENT POST -INSTALLED ANCHORS ACI 318 26.7 ADHESIVE ANCHORS X ACI 318 17.8.2.4 MECHANICAL ANCHORS X ACI 31817.8.2 USE OF REQUIRED MIX DESIGN X ACI 31826.4 CONCRETE SLUMP, AIR CONTENT, TEMPERATURE &TEST WHILE MAKING SPECIMENS FOR STRENGTH TESTS, ACI 318 SPECIMENS X 5.6 CONCRETE PLACEMENT X ACI 318 5.9.5.10 CONCRETE CURING X ACI 318 5.11, 5.13 STEEL: 1, MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS: A. IDENTIFICATION TO CONFORM TO ASTM STANDARDS NA SECTION A3.4; AISC LRFD, SECTION A3.3 SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS 2.INSPECTION OF HIGH -STRENGTH BOLTING: A. BEARING -TYPE CONNECTIONS NA AISC LRFD SECTION M2.5 3.MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKERS TO CONFORM TO ASTM NA ASTM A 6 OR ASTM A 568 STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS 4.INSPECTION OF WELDING: A. COMPLEMAND PARTIAL PENETRATION GROOVEWELDS X AWS D1.1 B. SINGLE -PASS FILLET WELDS <5/16' X AWS D1.1 5.INSPECTION OF STEEL FRAMEJOINTS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS. NA J�vtAT o'4t ISSUED FOR BID *A�l. ONE INCH A~ GALE. mt M i PROJECT NAME DRAVANG NO. IF NOT, SCALE ACCORDINGLY / <' EPHRATA LANDFILL 8 OF 42 FILE P31B60014-Si eN,ne �. ararn�tr'x STRUCTURAL LEGEND NOTES MULTI PHASE EXTRACTION SYSTEM I 719 211d Avenue. SWtc .00 • Seallla, WA 987114 JOB 553-1860-014trp*` °.� Ph:206.394.3700 EXPANSION AND ABBREVIATIONS DATEyy EPHRATA, WASHINGTON 12 S1 JANUARY 2026 1/12/2026 GAC VESSEL EQUIPMENT PAD DETAIL SCALE: 314."=1'-0" 8'•6• ANCHOR BOLT EPDXY LEVELING GROUT PAD EQUIP BASE t 112' CHAMFERED EDGE, TYP. EXISTING GRADE ..................... 4 2R TYP$4 @ 12' EW 6' CSBC COMPACTED TO 95% COMPACTION. GAG VESSEL EQUIPMENT PAD SECTION m SCALE: V= V-0" TYP 0 �e I VERTICAL I I l %" 0 4 HOLES �I I� i I BAR 2YV4 L4x4W4 f BRACE ON PLAN FULL ! PEN Mn B" 0 FOR Y" BOLTS (4 PLCS) I ;I II TRANSFORMER NN i I MTG SKIDS 8 I i MANUF. CORK PADS i (4 P CS) I i SECTION TRANSFORMER MOUNTING BRACKET DETAIL n SCALE: 1-112" = V-0" - NOTES: 1. SEE MECHANICAL SHEETS FOR GACVESSEL EQUIPMENT PAD LOCATIONS. 2. SEE ELECTRICAL SHEETS FOR TRANSFORMER LOCATION. FTRANSFORMER CONEX BUILDING EX "SST BOLTS, NUTS, 8 WASHERS. DOUBLE NUT EXTERIOR, TYP NOTES 0 CONTRACTOR TO CONFIRM PIPE SUPPORT ELEVATIONS WITH SUPPLIER PRIOR TO INSTALLATION. PIPE SUPPORT DETAIL ISSUED FOR BID REVISIONS DATE By DESIGNED PROJECT NAME DRAWING NO. J. LINKE ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL 10 OF 42 MULTI P D. PETERSON ME NAME 11 2-uftrametrik HASE EXTRACTION SYSTEM CHECKED P51860014—S3 A- 7192fidAvenoe.Sulu, 200 - SAalIIL%W4 98104 STRUCTURAL DETAILS M NA Ph:L(16.394.3700 S3 S. WAGNER 553_1860_014 EXPANSION APPR. DATE EPHRATA, WASHINGTON 12 B. PIPPIN JANUARY 2026 111212026 1 GENERAL MECHANICAL NOTES 1. FITTINGS, OFFSET, REDUCERS, VALVES, AND OTHER COMPONENTS MAY BE OMITTED FROM SOME SHEETS AND VIEWS. PIPING IS SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL PROVIDE ALL ITEMS SHOWN ANYWHERE ON THE SHEETS OR SPECIFIED, 2. NUMBER AND LOCATIONS OF UNIONS ARE APPROXIMATE, PROVIDE ALL UNIONS NECESSARY TO FACILITATE REMOVAL OF VALVES AND MECHANICAL EQUIPMENT WITHOUT CUTTING PIPE. 3. PIPES CONNECTED TO EQUIPMENT SHALL BE SUPPORTED SO AS TO NOT IMPART LOADS ON THE EQUIPMENT. 4. THE SIZE, MATERIAL, AND CLASS OF FITTINGS SHALL CORRESPOND TO THE SIZE, MATERIAL, AND CLASS OF PIPE IN WHICH THEY ARE INSTALLED. EXISTING CONTAINERS NOTES 1. STANDARD ISO HIGH CUBE CONTAINER WITH DIMENSIONS B' WIDE BY 40' LONG BY 9.5' HIGH. 2. INTERIOR: STUDDED WITH METAL STUDS AND THE INTERIOR OF THE ENCLOSURE SHALL BE INSULATED WITH 1' POLYURETHANE FOAM INSULATION. FRAMED AND FINISHED WITH 1/2" PLYWOOD TO PROVIDE BACKING FOR MOUNTING OF EQUIPMENT. 3. EXTERIOR: SIDING AND ROOF ARE 14 GAUGE CORRUGATED STEEL. 4. SEE CONTRACT DOCUMENT ATTACHMENTS FOR CONTAINER RECORD DRAWINGS PROCESS ABBREVIATIONS: FOOT/FEET INCHIINCHES A/C AIR CONDITIONING ACFM ACTUAL CUBIC FEET PER MINUTE AIR AIR, ATMOSPHERIC PRESSURE APPROX APPROXIMATE BGS BELOW GROUND SURFACE BR REDUCING BALL VALVE CO CONDENSATE, CLEAN OUT CP CONTROL POINT CS CARBON STEEL D DRAIN, DISCHARGE DEMO DEMOLITION DIA DIAMETER EL ELEVATION EX EXISTING FB FREEBOARD FL FLANGE FNPT FEMALE NATIONAL PIPE THREAD FT ET AC GRANULATED ACTIVATED CARBON GAL GALLONS GALV GALVANIZED GW GROUNDWATER HOPE HIGH DENSITY POLYETHYLENE HG MERCURY HOA HAND OFF AUTO HP HORSEPOWER 110 INLETIOUTLET ISO INTERNATIONAL ORGANIZATION FOR STANDARIZATION KO KNOCKOUT LBILBS POUND/POUNDS LFG LANDFILL GAS LTT LIQUID TREATMENT TRAIN MAX MAXIMUM MCP MASTER CONTROL PANEL MIN MINIMUM MPE MULTI PHASE EXTRACTION MW MONITORING WELL NIC NOT IN CONTRACT NPT NATIONAL PIPE THREAD OC ON CENTER OD OUTSIDEDIAMETER OP OVERHEAD POWER OWS OIL WATER SEPARATOR P$ID PIPING AND INSTRUMENTATION DIAC PE POLYETHYLENE PP POWER POLE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE ROW RIGHT-OF-WAY SCH SCHEDULE SOC SOCKET SP SAMPLE PORT SS STAINLESS STEEL SST STAINLESS STEEL T TELEPHONE TBD TO BE DETERMINED TYP TYPICAL V VENTIVAPOR VAE VACUUM ASSISTED EXTRACTION VFD VARIABLE FREQUENCY DRIVE VTT VAPOR TREATMENT TRAIN W WATER Wl WS WATERSURFACE LEGEND: PROCESS PIPE FENCE W WATER P POWER C VERTICAL PIPE ELBOW REMOVE AND DEMO PIPING ® REMOVE AND SALVAGE EQUIPMENT PHOTO DETAIL CALLOUT: INDICATES PHOTO DETAIL NUMBER M4 INDICATES SHEET WHERE DETAIL IS REFERENCED TO INDICATES PHOTO DETAIL NUMBER DETAIL NO SCALE MQ INDICATES SHEET J/f WHERE DETAIL IS REFERENCED TO EQUIPMENT LABELING CONVENTION EQUIPMENTTYPE --\ /- IN XX�JB�lt EQUIPMENT PUMPIBLOWER P TANK T HEAT EXCHANGER W ACTIVATED CARBON VESSEL GAC PIPING DESIGNATIONS FLUID TYPE XXX 'REFER TO SPECIFICATIONS FOR PIPING DETAILS ISSUED FOR BID NN P Fp�� .`.I. 7 :YS PROJECT NAVE DRANING NQ ONE INCH LE FULL SCALE. ��������� EPHRATA LANDFILL MECHANICAL 11 OF 42 IF O NOT. C SCALE ACCORDINGLY FI PSIB60014—M1—M2 MULTI PHASE EXTRACTION SYSTEM LEGEND NOTES AND . ,Iip, PhD OS.394nue. S�hi• 20U • SeaRIu. WA 9G10J EXPANSION ' M 1 JOB 553-1660-014 R Y. Fh;:OG..T94.3700 ABBREVATIONS 12 7�A gti� J7jJ � EPHRATA, WASHINGTON DAJANUARY 2026 TANK SCHEDULE EQUIPMENT SCHEDULE HVAC EQUIPMENT TABLE TAG NAME NUMBER DESCRIPTION NOTES %7:t'A'-�;,�.�.'. Fl�li- ISSUED FOR BID REVISIONS DATE BY DESIGNED OMMONE-14 PROJECT NAME J. STOLLE ONE INCH AT FULL SCALE. DRAVANG NO, DRAWN IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL 12 OF 42 N. CHRIS7ENSEN FILE NAME -14-orametrik MULTI PHASE EXTRACTION SYSTEM CHECKED 2 3=3 719 2nd Avenue, Suite ?00 •- Seattle, VIA 98t04 EXPANSION EQUIPMENT SCHEDULE B. moss Ph: ?(30.394.3700 APPROVED AL EPHRATAM2 , WASHINGTON 12 S. PIPPIN JANUARY 2026 If/lowd I PLUG EXISTING PIPE PENETRATION WITH WATER TIGHT KNOCKOUT PLUG,_� 304 SSTL REMOVE EX CARBON VESSEL IN PROCESS ROOM ............. .......... ........ ---------------- ---------------- -------- I CONTRACTOR SHALL PROTECT IN ........... . . . . . . . . . . .......... ............... PLACE EXISTING VAE BLOWER. ............... . ..... ...... ............. CONTROL ROOM ............ .... .. ..... ........ I ......... ....... ...... ........... ............ ­­ 1 ......................... ti ........... ................ S, S. Z, PLAN • SCALE IN:F:E::E:T;::::A;k'. 0 2 4 ISSUED FOR BID PROJECT NAME DRAWNG NO. ONE INCH AT FULL 73CAL]E4. EPHRATA LANDFILL 13 OF 42 IF SCALFACCORDINGL TREATMENT CONTAINER EXISTING Fl , NAN Parametrik MULTI PHASE EXTRACTION SYSTEM PLF 8601� Sl 014-M3-M EXPANSION -JOB N. 'h':9L0G394.370O CONDITIONS AND DEMOLITION M3 IA 553-1860-014 At, EPHRATA, WASHINGTON 12 JANUARY 2026 CONTAINER NO. 2: VAPOR TREATMENT TRAIN PROCESS ROOM EX 2" DILUTION AIR INTAKE AND EX 1" DRAIN TO BE PRESERVED AND PROTECTED IN PLACE DURING DEMO .......... .......... .......... ............. ............ - ........... ............... I NOTES: 1. NO BELOW GRADE PIPING IS SHOWN FOR CLARITY. CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR BURIED UTILITIES. 2. NOT ALL PIPE AND EQUIPMENT SUPPORTS SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE PIPE AND EQUIPMENT SUPPORTS WHERE REQUIRED INSIDE THE LTT CONTAINER AND OUTSIDE NEAR THE GAC VESSELS TO PROVIDE A FULLY SUPPORTED, COMPLETE, AND OPERATIONAL SYSTEM. GA-2� 4 4cl SEE STRUCTURAL SHEETS FOR PAD FGA�l F DIMENSIONS AND DETAILS. SEE CIVIL 4 CARBON VESSEL 4 CARBON VESSEL CARBON VESSEL SHEETS FOR PAD LOCATION. 4 4 4 T4 .0 4 REPLACE ANTISIPHON /-4 4 16 VALVE, SEE DETAIL 4 4 4 T., A T� PLAN AeMIk SCALE IN FEET 0 2 4 ISSUED FOR BID REVISIONS DALE BY DESIGNED onoommoo lox( PROJECT NAME DRAWNG NO. J. STOLLE ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL 14 OF 42 N. CHRISTENSEN RLE NAME —M3—M5 AA Parametrik MULTI PHASE EXTRACTION SYSTEM LTT TREATMENT CONTAINER CHECK P51860014 719 21!d Avenue. Su1W 200 - Seaffl[L. WA 98 104 JOB N. EXPANSION LAYOUT AND MODIFICATIONS B. MOSS 553-1860-014 Ilh:06.394.3700 APPROVED DI ONA EPHRATA, WASHINGTON 12 B. PIPPIN %NUARY 2026 w "wr "elfjl"d I NOTES: 1. NO BELOW GRADE PIPING IS SHOWN FOR CLARITY. CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR BURIED UTILITIES. D6 INCH SCH 80 PVC VAN STONE FLANGE SHALL BE USED TO CONNECT NEW PIPE TO NEW REDUCER. (D NEW VACUUM FILTER CANISTER SHALL BE MOUNTED TO THE CEILING, SIMILAR TO THE EXISTING FILTERS. 4. NOT ALL PIPE AND EQUIPMENT SUPPORTS SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE PIPE AND EQUIPMENT SUPPORTS WHERE REQUIRED INSIDE THE VTT CONTAINER TO PROVIDE A FULLY SUPPORTED, COMPLETE, AND OPERATIONAL SYSTEM. MATCH LINESEE SHEET M4 .. . .......... ....... ........................ .......... . . ........... . .............. 6'X3'SCH 80 PVC l ......... ....... REDUCER ABOVE FINISHED FLOOR /--k .. ALVAt; j CONTAINER NO. 2: VAPOR TREATMENT TRAIN 2 PROCESS ROOM M8 41 NEW HEAT EXCHANGER EX 3" VAE WITH ENCLOSURE NEW VAE 4"X3" SCH 80 PVC REDUCER BLOWER ................. .............. ...... r NEW ABA NEW KNOCKOUT ....... ...... VACUUM TANK ................. FILTER(D . ............. CANISTER 4" VAE ..................... EX 2"VAE .............. PLAN SCALE IN FEET 0 2 4 ISSUED FOR BID REVISIONS DATE BY DESIGNED OmmmmmmL* PROJECT NAME DRAWING NO. J. STOLLE ONE INCH AT FULL SCALE. EPHRATA LANDFILL 16 OF 42 DRAWN IF NOT, SCALE ACCORDINGLY VTT TREATMENT CONTAINER N. CHRISTENSEN 110"drametrik MULTI PHASE F-XTRAC11ON SYSTEM CHECKED EXPANSION LAYOUT AND MODIFICATIONS B. moss JOB No. 12 APPR - 553-la6o-ol4 OVEO IANUARY 2026 EPHRATA, WASHINGTON 9. PIPPIN OA I PUMP AIR HOSE QED WELL CAP, SEE DETAIL I M9 EXISTING WELL ASSEMBLY SUPPORT ROPE NOTES: 1, REMOVE PLUG AND INSTALL WELLHEAD AND COMPONENTS IN ACCORDANCE WITH SPECIFICATIONS SECTION 43 25 50 POSITIVE DISPLACEMENT SUBMERSIBLE LIQUID PUMPS. 2. WELL EQUIPMENT INSERTION DEPTHS SHALL BE DETERMINED IN THE FIELD IN CONSULTATION WITH THE ENGINEER. EQUIPMENT SHALL BE CAPABLE OF INSTALLATION AT FULL WELL DEPTH. 167-8-CF PITOT TUBE WITH CONTRACTOR SHALL FURNISH AND INSTALL COMPRESSION FITTING FOR OBSERVATION WELLS. 2SQRT FLOW VERSION OF 2000 0 SERIES BY DWYER OMEGA (D ELEVATION OF PIPE SUPPORT CHANNEL WILLVARY BASED ON GROUND ELEVATION. ADJUSTABLE FLOW CONTRACTOR TO MEASURE AND CONFIRM ELEVATIONS PRIOR TO PIPE SUPPORT FABRICATION. CONTROL VALVE 5 CONTRACTOR SHALL KEEP THE FLEXIBLE STAINLESS STEEL HOSE FROM SAGGING BY USING SAMPLE PORT 1@9 0 POLYPROPYLENE ROPE. TIE ROPE TO PIPE TO SUPPORT, PRESSURE RELIEF VALVE STAINLESS STEEL FLEXIBLEHOSE(D PUMP CYCLE F -cl I COUNTER FROM COMPRESSOR SYSTEM AIR SUPPLY HOSE ATTACH FILTER]REGULATOR PIPE SUPPORT USING APPROPRIATELY SIZED PIPE STRAP DS-300-1-1/4 FLOW SENSOR WITH QED WELL CAP, 7" MIN SEE DETAILt-jNp, Pi 4 13"MIN 4SQRT FLOW VERSION OF 4000 1 � SERIES BY DWYER OMEGA IN PRESSURE RELIEF F Pi VALVE STAINLESS STEEL 26"MIN FLEXIBLE HOSE ZD 4 36" FT EXISTINGWELL RT t'2 *N ASSEMBLY 167-6-CF PROT TUBE WITH SAMPLE PO 2SORT FLOW VERSION OF 2000 SERIES BY DWYER OMEGA PIPE SUPPORT, /47h SUPPORT ROPE SEE DETAIL 1�n FLUID DISCHARGE HOSE 1%" OD TUBING 'U'FITTING STRUT, TYP ,: �1►� , �A► o �1► �11: •mil u:► + �F �1A�� PIPE CLAMP OR APPROVED EQUAL, TYP WHERE LENGTH EXCEEDS T-0', PROVIDE 4 INTERMEDIATE SUPPORTS AT MAX. Y-O', TYP CHANNEL STRUT FRAMING SUPPORT �. • .! .NOTES: 1%"x .I 11 1 V MAIN,, IF' STRUTSUPPORT 1. 'FOR FLANGED PIPES, USE EXTENDED PIPE • I I'I, �-� • I III r I'• 1" NOTES: 1. ALL SUPPORTS AND FASTENERS SHALL BE GALVANIZED. 2. PROVIDE UNIFORM CRUSHED SURFACING BENCH TO SUPPORT ON -GRADE PIPES BETWEEN ANCHORS AND GUIDES. ANCHOR PIPE OIRECTjY PLAN 1%'x 6' GALV 2. THIS PIPE SUPPORT IS LIMITED FOR PIPES UP TO SUPPORT STRUT STRUT SUPPORT FACE OF WALL OR CEILING TO 6' DIAMETER, INCLUSIVE. T-O' 3. V-0" OC MAXIMUM SPAN BETWEEN PIPE A B C PROVIDE MOUNTING IN ACCORDANCE SUPPORTS, UNLESS OTHERWISE SHOWN. i- . WITH SECTION 13 05 41 - SEISMIC GALV PIPE CLAMP, TYP RESTRAINT REQUIREMENTS FOR 4. EDGE TO EDGE PIPE CLEARANCE SHALL NONSTRUCTURAL COMPONENTS ALLOW FOR INSTALLATION AND 1 0' GALV STRUT SUPPORT FLUSH MOUNTED MAINTENANCE. SST CONCRETE ANCHOR BOLT SLOPE VARIES PIPE SUPPORT W 4" EMBEDMENT, NUT AND WASHER, TYP r F 2 DETAIL CRUSHED��> 'y"t SURFACING ;y Zlg� .r NO SCALE TYP PIPE SUPPORT NOTES: 1. FOR ADDITIONAL REQUIREMENTS, SEE SPECIFICATION SECTION 22 33 46 • PIPE HANGERS AND SUPPORTS. 2. ALL SUPPORTS AND FASTENERS SHALL BE GALVANIZED, AS REQUIRED 3. FOR PIPE SUPPORTS WEST OF MAIN ACCESS ROAD, PROVIDE MINIMUM 4" CRUSHED SURFACING SUBGRADE. 4. SEE STRUCTURAL NOTES FOR ANCHOR BOLT MINIMUM EMBEDMENT REQUIREMENTS. 5. 5'-0" OC MAXIMUM SPAN BETWEEN PIPE SUPPORTS, UNLESS OTHERWISE SHOWN. 6. PROVIDE SUBGRADE FILL AS REQUIRED TO LEVEL CONCRETE PAD IN RELATION TO LANDFILL SLOPE, PROVIDE MINIMUM 4' CRUSHED SURFACING SUBGRADE. a 7. SIZE PIPE CLAMPS TO SECURE PIPES IN PLACE WHILE ALLOWING SOME IN -LINE MOVEMENT. CRUSHED SURFACING ' 2 v v v v SLOPE VARIES \,:�C a °v ° A ° A `— T-ON -ON6" CONCRETE ANCHOR EXISTING LANDFILL COVER WHERE SHOWN ON PLANS, SECTION OTHERWISE CRUSHED SURFACING ON -GRADE PIPE ANCHOR DETAIL NO SCALE TYP GALV PIPE CLAMP, TYP SST CONCRETE ANCHOR BOLT • n CRUSHED 2 g, :�SURFACING NOTES: 1. ALL SUPPORTS AND FASTENERS SHALL BE GALVANIZED. 2. OFFSET PIPE CLAMPS 6" FROM ADJACENT PIPE CLAMPS TO PROVIDE INSTALLATION SPACE. 3. PROVIDE UNIFORM CRUSHED SURFACING BENCH TO SUPPORT ON -GRADE PIPES BETWEEN ANCHORS AND GUIDES. PIPE KEY A 6' SCH80 PVC SUCTION PIPE B iy' SCH80 PVC GROUNDWATER PIPE C iy' SCH40 CS COMPRESSED AIR SLOPE VARIES 3-0x2'-0 x6" CONCRETE GUIDE EXISTING LANDFILL WHERE SHOWN ON PLANS, COVER WHERE SHOWN SECTON OTHERWISE CRUSHED SURFACING ON -GRADE PIPE GUIDE DETAIL �1 NO SCALE TYP r '5fflf�zu ``z �c.,`'' �v y 3 MIN 1 L EXISTING LANDFILL COVER WHERE SHOWN r r i 12"x12"x8" PRE -CAST EXISTING LANDFILL COVER ELEVATION CONC PIER BLOCK, TYP PIPE SUPPORT DETAIL NO SCALE TYP ISSUED FOR BID �pN Y AA DATE BY DESIGNED �� O� iH ®dd 4��' PROJECT NAME DRA'MNG NO. J. STOLLE ONE INCH FULL SCALE. - ������trp�C EPHRATA LANDFILL 17 OF 42 DRAWN IF NOT, SCALELr ACCORDINGLY N. CHRISTENSEN MULTI PHASE EXTRACTION SYSTEM MECHANICAL DETAILS C14ECKm PS1860014—M6—M9 uwea 71921,dAvenue. Suitt: 2OD • Saarkl, WA 98104 EXPANSION �r B. MOSSJW '�Ah -• ah:2D6.390 DO M ! 553-1860-014 •.—���4� 13 4NJAL 4• EPHRATA, WASHINGTON B. PIPPIN DATE tJANUARY 2026 o100- FROM NEW VACUUM Fy PI ')W VT FILTER,ON CEILING U _;ET To NOT T 7 --------- BLO'liER OUTLET TO SILENCER ll_�Z�ER, NOT SHOWN LOCATE TEE DOWNSTREAM OF EX FLOW ELEMEN7. MAINTAIN 6' CLEARANCE `x== BLOVIIER INLET APPROXIMATE LOCATION OF VAE BLOWER, SEE MECHANICAL PLAN FOR EXACT LOCATION EX INUtNeE FILTERS TOBEREMOVED AND REPLACED WITH NEW VACUUM FILTER EX K TANK T-201 TO BE REPLACED PLACED 0 Mo EX AND REP El V WITH NEW TAN I[TH NEW KO TANK NEW 4" VACUUM PIPE EX FLOW E ... . ....... . .. .... 41 SCH 80 PVC TEE 4'X2" SCH 80 PVC REDUCING BUSHING EX TVACUUM PIPE . . . ....... ...... EX VACUUM PUMP. VAE BLOWER PROTECT IN PLACE. SCHEMATIC DIAGRAM BLOWER CONNECTION DETAIL I INo SCALE MB 6' WELDED GALVANIZED SAMPLE TAP, 6" FLANGED BALL CARBON STEEL PIPE (TYP) SEE DETAILj'_3'\ VALVE (TYP) 6' GALVANIZED CARBON 6" GALVANIZED CARBON Sl Ea STEEL 90 ELBOW (TYP) WELD NECK FLANGE (TYP) VENT FOR RELEASE TO ATMOSPHERE. DOWNTURN VENT AND COVER WITH 6' GALVANIZED CARBON 24-MESH SST SCREEN. STEEL TEE (TYP) B*x6"GALVANIZED CARBON STEEL GAC-1 GAC-2FG­AC_-_3_� REDUCER (TYP) CARBON VESSEL CARBON VESSEL CARBON VESSEL 8' GAC VESSEL OUTLET (TYP) B'x6* GALVANIZED CARBON STEEL 6" GALVANIZED REDUCER (TYP) SAMPLE TAP, CARBON STEEL STRUCTURAL PIPE SEE DE-rAIL/3N- CROSS ppo SUPPORTS, SEE 7 8' GAC VESSEL INLET (TYP) STRUCTURAL GAC-3 HX CONNECTION DETAIL 72-K NO SCALE 418 GAC VESSEL PIPING SECTION SCALE IN FEET mn a 2 4 ISSUED FOR BID REVISIONS DATE my DESGNED "k PROJECT NAME - J. STOLLE ONE INCH AT FULL SCALE- DRAWNG NO. - N. CHRISTENSEN FILE EPHRATA LANDFILL 18 OF 42 DRAWN IF NOT. SCALE ACCORDINGLYttt MULTI PHASE EXTRACTION SYSTEM PS1860014-M6-Mg Parametrik — CHECKED 200 - �ealtl,'XP. 9K�114 MECHANICAL DETAILS B. MOSS JOB N. 11:=6394.3700 EXPANSION APPRD AL M8 BOVE. PIPPIN JAINUARY B EPHRATA, WASHINGTON 13 ---------- ----- PVC TEE PVC PIPE PVC REDUCER BUSHING TO I INCH SOC, MATCH TO PIPE SIZE SAMPLE TAPS SHALL BE l'PVC SOCKET TO MNPT ADAPTER INSTALLED AT THE SPRING LINE 1"THREADED SST BALL VALVE (FNPTxFNPT)y I"XI/4"THREADED COMPRESSION FITTING TMIN OF 114'PE TUBING PVC SAMPLE TAP DETAIL NO SCALE TYP TMIN OF 114" PE TUBING I'XI/4'THREADED COMPRESSION FITTING SAMPLE TAPS SHALL BE V SST BALL VALVE (FNPTXFNPT) INSTALLED AT THE SPRING LINE CARBON 1" THREADED NIPPLE STEEL PIPE —,� _ I*THREADOLET ................ ------------------- CARBON STEEL SAMPLE TAP DETAIL m NO SCALE TYP WELL CAP VAIRIVAC VALVE, ARI D-021 OR DETAIL f"N ENGINEER APPROVED EQUAL — NO SCALE M6 V SHORT PVC SCH 80 NIPPLES I" SCH 80 PVC BALL VALVE (SOCxSOC) I " PVC TEE AIR RELIEF VALVE DETAIL NO SCALE C2 ISSUED FOR BID REVISIONS DAZE BY DESIGNED PROJECT NAME DRAVANG NQ J, STOLLE ONE INCH AT FULL SCALE. EPHRATA LANDFILL 19 OF 42 DRAWN IF NOT, SCALE ACCORDINGLY N. CHRISTENSEN H"'"" Parametrik MULTI PHASE EXTRACTION SYSTEM MECHANICAL DETAILS CHECKED PS1860014—M6—Mg 719 211d Avenue,15uile 200 - Seol*% WA 98104 EXPANSION M9 RA Ph: L06.394.3100 B. moss 553-1860-014TONAL 13 APPROVED IA EPHRATA, WASHINGTON B. PIPPIN JANUARY 2026 11112il— 1 PVC SCH 80 TEE SOCXSOC 1 112" CS TEE NPTXNPT CLEANOUT NOTES: ---------- --------- 1. SIZE THE CLEAN OUT/ QUICK CONNECT PER ^F- THE LINE SIZE IT IS TO BE INSTALLED INTO.-------- 3* PVC FOR VAPOR EX7RACTION,1 1/4" PVC PVC PIPE, FOR GROUNDWATER EXTRACTION. SUPPLY SEE NOTE 1 PVC SCH 80 UNION SOCXSOC REDUCERS AS REQUIRED. 1 1/2" CS SCH 40 NIPPLE 2. IF DETAIL IS CALLED OUTAT THE END OF 1 1/2' CS PIPE LINE. INSTALL VALVE AND SOCKET DIRECTLY INLINE. 1 1/2" CS UNION NPTXNPT 1 1/2" CS SCH 40 NIPPLE PVC BALL VALVE SOCXSOC 1 1/2" CS BALL VALVE FNPTXFNPT PVC SCH 80 SOCXFNPT ADAPTER 1 1/2" SCH 40 CS NIPPLE iSST CAMLOCK FITTING TYPE B 1 112" SST CAMLOCK FITTING TYPE D PVC CLEAN OUT/ QUICK CONNECT DETAIL i 1 NO SCALE TYP 1" BRASS A ANTI -SIPHON VAI z, FNPTXFNPT, WA" 11 188A OR EQUAL VTT/LTT CONTAINER WALL 3 � I 2"X3" 16 GA STEEL STUDS 14 GAUGE CORRUGATED 1' RIGID INSULATION '^G `� STEEL CARGO CONTAINER r 112'PLYWOOD D.f EXTERIOR SOUND FOAM CORE THROUGH WALL 112" LARGER e / THAN PIPE OUTSIDE DIAMETER 1"PVC THREADED NIP Fm-f " I -'�— 6" PVC PIPE INTERIOR 1� i j SILICONE SEALANT, APPLY FROM THE EXTERIOR STARTING FROM / THE PLYWOOD UNTIL ENTIRE 31 f E ANNULAR SPACE IS FILLED, t;j I SEALANT AND PIPE IS PROPOSED CS CLEAN OUT/ QUICK CONNECT DETAIL m NO SCALE TYP GATEVALVE 3 WAY VALVE l at'�f 4W'AY VALVE 101 BALL VALVE qOl REDUCING BALL VALVE 1110111 TRUE UNION BALL VALVE I�I BUTTERFLYVALVE GLOBEVALVE 3WAY GLOBE VALVE PLUG VALVE ECCENTRIC PLUG VALVE PRESSURE SAFETY VALVE PINCH VALVE VENTED BALL VALVE SWING CHECK VALVE WAFER CHECK VALVE KOI BALL CHECK VALVE ® DIAPHRAGMVALVE NEEDLE VALVE TEMPERING VALVE F+y DUCKBILL CHECK VALVE ANTI -SIPHON VALVE AIR RELEASE VALVE VACUUM RELEASE VALVE COMBINATION AIRNAC RELEASE T VALVE CONTROL VALVE BACK PRESSURE REGULATING VALVE, SELF-CONTAINED PRESSURE REDUCING REGULATING VALVE, SELF CONTAINED SELF ACTUATED REGULATING VALVE W/ EXTERNALTAP FILTEFUREGULATOR VALVE IDENTIFIERS SHADED CLOSED VALVE B A=TAG ��^^ B=SIZE UNSHADED Lc C=NORMAL STATE OPENVALVE A VALVE OPERATORS HAND WHEEL SOLENOID SV �j VALVE --I M �/ I MOTORIZED -D DIAPHRAGM __ CYLINDER OPERATOR DIAPHRAGM -m -® PRESSURE SOLENOID BALANCED o ORIFICE PLATE ---�--►- AVERAGING PITOTTUBE ^III- FLUME --�--►•- WEIR -t--1►- THERMAL MASS FLOWIAETER of--:- DENSITY METER VORTEX SENSOR TARGET TYPE SENSOR -I--�T-►- FLOW NOZZLE �I-M I♦ ---I►- MAGNETICFLOWMETER �•-H n, I--� SONIC FLOWMETER VENTURI SINGLEBE OR PTOT•VENTURITUBE TURBINE OR PROPELLER- TYPE ELEMENT PRIMARY ELEMENT POSITIVE DISPLACEMENT TYPE FLOW TOTALIZING INDICATOR X ROTAMETER VALVEROTAMETER WITH INTEGRAL X VALVE X I DWG # CONNECTION TO PROCESS DESCRIPTION WITHINPROJEOT (FOR REFERENCE ONLY, SEE SITE AND MECHANICAL DRAWINGS) PIPE DIAMETER IN INCITES 1B' PE FLOW STREAM IDENTIFICATION MECHANICAL OR CONNECTED SYMBOLS Cl REDUCER FLANGE UNION YSTRAINER ® FLOW STRAIGHTENING VANE --D WELDED CAP � CAP OR PLUG �I BLIND FLANGE O PURGE Y DRAIN -a HOSE BIBB CONNECTION I=I TEE FLEXIBLE PIPING/ FLEXIBLE HOSE FLEXIBLE TANK CONNECTION I�I BRAIDED METAL HOSE METAL BELLOWS EXPANSION JOINT FLEXIBLE COUPLING FLANGED COUPLING ADAPTER PUMP SEAL OR VALVE WATER SUPPLY, PLANT n WATER I PRESSURE GAUGE SPRAY NOZZLE O MOTOR REGULATING MOTOR r;711 DIAPHRAGM SEAL ® ANNULARSEAL RUPTURE DISK, PRESSURE RUPTURE DISK VACUUM n WATER HAMMER ARRESTOR wY EYE WASH HE HORN UNIT []5 STROBE UNIT FAN s- WATERLINE EJECTOR OFILTER OR SEPARATOR r OAIR RELEASE 4 CALIBRATION CYLINDER }bCb000d HEATTRACE ® AUGER ESN SYSTEM CONNECTION OUTSIDE PROJECT T DRIP TRAP © IN -LINE PRESSURE SENSOR ..� THERMOWELL PULSATION DAMPENER ® STATIC MIXER VENT IGRAV DISCI * DENO MFR -[ HOSE WALL CENTRIFUGAL PUMP SUBMERMOUNTED PUMP. RAIL MOUNTED METERING PUMP :ROE,,RESSIVE CAVITY VaV' V BLOWER TURBINE PUMP BACKFLO'N �f�'�� PREVENTER Ir, SILENCER AIR COMPRESSOR INTAKESCREENI FILTER/ STRAINER SUBMERSIBLE MIX hIUfER SLUICE GATE NO Iny NC jFLAP GATE ®® STOP GATE NO NC m a SLIDEGATE NO NC DRUM TANK PRESSUREVESSEL ® HEAT EXCHANGER HORIZONTAL SCREW CONVEYOR VERTICAL SCREW CONVEYOR VERTICAL TURBINE PUMP ^ CAN n VERTICAL TURBINE PUMP ^ INTAKE n VERTICAL TURBINE PUMP HEAD VERTICAL TURBINE PUMP T•HEAD TYPICAL CONNECTION EQUIPMENT LABELING CONVENTION EQUIPMENTTYPE IDS X IN4JNE DEVICE X DIRECT CONNECTION TO EQUIPMENT X PROCESS BLOWER S PUMP P COMPRESSOR C SCREEN I Sc STOP GATE G SAMPLER skipMOTOR AI TANK T X TEMPERATURE ELEMENT MIXER MIX VALVE V X WITH WELL ODOR CONTROL UNIT OCU NOTES X RADIATION OR SONIC SENSING 1, THIS ISAGENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. X 2. SEE ALSO ISA S5.1, S5.3 AND S7.3. X FILLED SYSTEM. 3. INSTRUMENTS MARKEDWITH AN ASTERISK ARE FURNISHED WITH THE DIAPHRAGM SEAL EQUIPMENT. CONNECTION 4, REFER TO ISA PR7.7 FOR INSTRUMENT AIR QUALITY STANDARDS. �LNt1 Pp ISSUED FOR BID REVISIONS DATE BY PROJECT NAVE ORANINC N0. DESIGNED J. STOLLE M. CASANOVA ONE INCHATFULL SCALE. i" ,� EPHRATA LANDFILL PROCESS AND INSTRUMENTATION 21 OF 42 DRAM'N IF NOT, SCALE ACCORDINGLY "FFrr �41 ra metri N. CHRISTENSEN MULTI PHASE EXTRACTION SYSTEM LEGEND AND ABBRIEVATIONS CHECKED PS1860014-P1-P2 ;a,�R1 719 2na AvesUo, SURL, 200 • SOWN. WA 98104 e. MOSS, D. SPENCER geL7gT¢I®� Ph:Z01394.3r00 EXPANSION P1 553-1860-014 ,7 AL�WGN 1 OF 2 13� APPRO P PPIN A%NUARY 2026 rrriA� ,aii;�r1+a EPHRATA, WASHINGTON INSTRUMENT IDENTIFICATION LETTERS SUCCEEDING LETTERS (15) BURNER, COMBUSTION (2) CONTROL (23aX23e) USERS CHOICE (34� US5rTS CHCICE mig"11-104 HIGH (21#21.)(21) TIME, SCHEDULE (2) TIME, RATE OF CHANGE CONTROL STATION (24) (12c)(13) leglill INTEGRATE, TOTALIZE (11b) �G'L4Z11Gft-JOK14N�I�GS� II ACCESSORY DEVICES (22). UNCLASSIFIED (a) GENERAL INSTRUMENT OR FUNCTION SYMBOLS SHARED DISPLAY SHARED CONTROL L L PROGRAMMABLE LOGIC CONTROL i �j hill 0 'I Milk k. 'A 'W PILOTLIGHTOR, LED DISCRETE INSTRUMENTS C A INSTRUMENT IDENTIFICATION LETTERS (SEE TABLE ABOVE) EM a LOOP NUMBER INSTRUMENT C MODIFIER SHARING D SEQUENCE COMMON E PROCESS CONTROL DESCRIPTORS 00 HOUSING PLC INTERLOCK(RLL MOTOR CONTROL INTERLOCK) CIRCUIT DISCRETE ANALOG YQIA EQUIPMENT STATUS AND ALARM VARIABLE FREQUENCY DRIVE INPUT INPUT AT OIT IRUN/SPEEDIFAIUETC.) CONTROL CIRCUIT DISCRETE ANALOG OUTPUT OUTPUT XS SELECTOR SWITCH I DATA 0 HARDWIRED ENTRY AT HMI INTERLOCK DIO DISTRIBUTED INPUT/OUTPUT MOTOR STARTER <�> MANUAL RESET INSTRUMENT LINE SYMBOLS LINE DESCRIPTION INSTRUMENT SUPPLY, PROCESS TAPS, NON PROCESS FLOW PNEUMATIC SIGNAL — — — — — — — — — — — ELECTRIC SIGNAL —X—X— CAPILLARY TUBE OR FILLED SYSTEM ELECTROMAGNETIC OR SONIC SIGNAL (GUIDED) ELECTROMAGNETIC OR SONIC SIGNAL (UNGUIDED) SOFTWAREOR DATA LINK MECHANICAL LINK HYDRAULIC EQUIPMENT BOUNDARY F10 — FIBER RING 010 — COPPER RING H — H — HART MB — ma MODBUS s — S SERIAL CN — CN CONTROL NET C — C COPPER ETHERNET F — F FIBER OPTIC ETHERNET w — w — WIRELESS ETHERNET — ON — ON — DEVICENET — PBD — PBD — PROFIBUS OP — PBA— PBA— PROFIBUS PA ELECTRICAL I 1 CONNECTED NOT CONNECTED CONNECTION TO PROCESS DESCRIPTION WITHIN PROJECT ELECTRICAL SIGNAL LINE ARROW O HARDWARE INTERLOCK LINEBREAKORGAP NOTES 1. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. 2. SEE ALSO ISA S5.1, S53 AND S1.3. 3, INSTRUMENTS MARKED WITH AN ASTERISK ARE FURNISHED WITH THE EQUIPMENT. 4. REFER TO ISA PR7.7 FOR INSTRUMENT AIR QUALITY STANDARDS. S. REFER TO DIVISION 17, ABBREVIATION APPENDIX FOR SPECIFIC NOMENCLATURE. ff] SUMMING m ROOT EXTRACTION 141 DIFFERENCE ED SQUAREROOT El INTEGRAL EXPONENTIAL z DERIVATIVE HIGH SELECTING z MULTIPLYING LOW SELECTING E-0 DIVIDING F-±] BIAS F/�- CONVERT. E - VOLTAGE I • CURRENT P• PNEUMATIC A• ANALOG B - BINARY 7F() NONLINEAR OR UNSPECIFIED FUNCTION H- HYDRAULIC 0- ELECTROMAGNETIC. SONIC R - RESISTANCE (ELECT) D. DIGITAL J-6 HANDSWITCH DESIGNATORS HOA HAND -OFF -AUTO LR LOCAL -REMOTE HOR HAND -OFF -REMOTE DO OPEN -CLOSE F-R FORWARD -REVERSE OCA OPEN -CLOSE -AUTO 1.0 ON -OFF AIM AUTO -MANUAL INSTRUMENT SERVICES AS}- INSTRUMENT AIR SUPPLY (NOTE 4) ES >- 120 VAC ELECTRICAL SERVICE (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) ISSUED FOR BID PROJECT NAME DRAWNG NO ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL PROCESS AND INSTRUMENTATION 22 OF 4Z R A E Pd-rametrik PS186001 -PI-P2 MULTI PHASE EXTRACTION SYSTEM LEGEND AND ABBRIEVATIONS JOB No. joallj 719 2"d Avenue. Suite 200 - Seatilt. WA 98104 EXPANSION 553-1860-014 Pli:200.394.1101J P2 IA INUARY 2026 ONAL 10-01- 1 EPHRATA, WASHINGTON 2 OF 2 13 1 NOTES: 0 WELL EQUIPMENT SHALL BE INSTALLED IN EXISTING WELLS. OHEADERS ARE NOT SHOWN ON P&ID DRAWINGS FOR CLARITY. Fl PI U, 0 2VAE3"i3"VAE 6'VAE -- ol JC P7 TO CONDENSATE SUMP I 1/4"GW 1-1/4'GW PI 0 TOOWST-101 FI A P7 1"AIR 0q 1.112"AIR I (COMBINED) FROM SKID 94 AIRE HAUST — -- — -- — -- — -- — -- — -- Lu PI PI OSSWELL LIST OBS WELL LIST T3" V A, YE 0 BPI WELL NAME WELL NAME t I 4*PNEUMATIC PUMP ------- .......... .............. MPE WELL, VALVING, AND CONTROLS, TYP OF ALL. TO REPLACE ALL OBSERVATION VAPOR EXTRACTION WELL MW-123pl OBSERVATION WELL, VAL'VING, AND CONTROLS, TYP OF ALL. MPEWELL 0 EXISTING WELL VALVING AND CONNECTIONS. i I VE WELL, VALVING, AND CONTROLS, TYP OF ALL. ------------ ------------ ------ — -- — -- — -- — -- ISSUED FOR BID REMSONS DATE By DESCNED PROJECT DRA N 0. J. STOLLE ONE IN HAT FULL CALE. EPHRATA LANDFILL 23 OF 42 DR0N IF NOT, SCALE ACCORDINGLY N. CHRISTENSEN -MM-Rxur— Parametrik MULTI PHASE EXTRACTION SYSTEM WELL FIELD P&ID CHECKED PS1860014-P3-P7 710 2ro Amu% Sulu 200 •- Sondle. WA 98104 EXPANSION P3 B. MOSS. D. SPENCER -" �53-1860-014 Ph:206.394.31`00 13 APPRO. DAJ AL EPHRATA, WASHINGTON S. PIPPIN ANUARY 2026 1 ......... .... ............ ........... .. ...... ............ sy �x mcp — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — NOTES: 1. EQUIPMENT DRAINS SHALL REMAIN LOCAL TO RELATED : ....... EQUIPMENT AND SHALL BE CONTAINED WITHIN THE V CONTA NER, UNLESS SHOWN OTHERWISE. PROVIDE ACCESS TO DRAINS A MINIMUM 6"ABOVE - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - FLOOR AND SPACE FOR MANUAL OPERATION. % P ................. ............. ...... ............. 4 ................... Y�� ............. ...... . p CONNECTTOVTT DOWNSTREAM DOWNSTREAM OF TEMPERATUREAND SAMPLETAP SAMPLETAP .... ....... .... 2 LV 2"V .................. .......... ....... ........... ...................... ............. .......... A .............................. ...... .............. ... ...... ya ............ ...... ..... ......................... .......... .......... ........... ... ....... ...... ....... .... . I— . .... ....... . ...... ........................... A ........... TO CARBON CONTAINERS ...................................... ;: ............. ............... .......... ............................ ........... q . .. ..... .... .......... ...................... ............ .. ............ . ...... 44- ....... ............... ANTI SIPHON VALVE REPLACEMENT d ....................... ............ ................ .................. r .... . ....... f ...... ........... ........... ........ .......... ............................ lY ..................... ........... .............. .......... .................. ...... ..... ............. .............. ................... ...... .. .... . ............... .......... ....... ............ ......... ............... ...... .......... .. .. .. . .. ..... .... ...... ...... ........... A, ............... ............ ......................................... ....... ............. ..................................................... ............................... .......... ............. .................. ................ LTT CONTAINER NO. I PROCESS ROOM ........................................... .... .... ... ...... . . . . ...... -v Io t� .......... . ........ ...................................................... RVASIONS DATE BY DESGNED J. STOLLE ONE INCH AT FULL SCALE. DRAVN IF NOT, SCALE ACCORDINGLY -ra-wxvr— 111drametrik ...................................................... ISSUED FOR BID PROJECT NAME EPHRATA LANDFILL DRAWING NO. 24 OF 42 • N. CHRISTENSEN CHECXEM0 S. MOSS D. SPENCER APPROVED B. PIPPIN PS1860014-P3-P7 DA 55*3 - 18 6 a - 0 14 JANUARY 2026 ?IONAL ""mir4 "Vfj/?4?6 719 2W Avvuo. SwIe 100 - Snwllv. WA 98104 MULTI PHASE EXTRACTION SYSTEM EXPANSION EPHRATA, WASHINGTON LTT P&ID 13 I P4 p IN MANUAL IN AUTO _YI _YI 026- 0213- NOTES' 1. EQUIPMENT DRAINS SHALL REMAIN LOCAL DISCH SPEED TEMP -H-ARUN VFDFAULT VFDRNG FEEDB_ACK SPEED ROL CONSTIIIIIIC DISCH TO RELATED EQUIPMENT AND SHALL BE PRESSCONTAINEDWITHINTHECONTAINER, :..::....,t..' MCP --------_-------------------------- O y� •. -, 2_T0�III 1_I HS YC YA YI SI _2__ 8 202g _ ....r-. ,r -.,,. --y.,,•.. .-..-:. .y.:..�,.,, .. • ;g --- --- --- UNLESS SHOWN OTHERWISE PROVIDE ACCESS TO DRAINS. A MINIMUM 6" ABOVE - FLOOR AND SPACE FOR MANUAL_•_2 D OPERATION. n -- 2, VITEQUIPMENT, PIPING AND COMPONENTS SHALL BE RATED FOR VACUUM UP TO 30' HG. - - - - - - - - - - - - - - - - - - - - - - - - .......... IIIIIIIII,IIIIIIIIIIII1 VFD 28 I------------------- - 6" VAE 6'VAE Ei0i 1 1 ....... _... ... (•30' TO 0' HG) 6'FLANGE WW¢ OUTLET A8.17005VACUUM FILTER 1C 4'FNPTII0 4'VAE4'VAE ...... . �, III;I 6" FLANGE I �; INLETr�---i0 1'GRAIN .'... • 304LSS MIST ELIMINP ATOR .. .:.� _/. .. IIII . 1/4VAE 1"VAE KNOCKOUT TANK - ---P•2UIIIIIIII�IIII1I0IIIIIII > - - - - - - - - - - - - - - IIII1 -2T0�II1 ----PL- �0 .............. uj `° 0�............ M 2028 .....................2'CO .P1IIIIIIIIIII,IIIIIIII ........... T0 .... ,,.F ...;,..... . ., r,.", 2P0I1TE A 4'VAE TO HEAT I f' A I P7 VTT CONTAINER WALL P-202B VAE BLOWER WNFD 4FL INLET/ 4' FL OUTLET EXCHANGER W2018 ( FROM CONDENSATE SUMP VTT CONTAINER N0.2 PROCESS ROOM i% ilAN NAAf llpr ,.,,{v, 1� ~� r� L '1 PROJECT NAVE ONEINCHFULACCORDINGLY NDFILL i1^ % �d-rametr'� IF NOT: SCALE ACCCNCIN6LY ISSUED FOR BID ' [> REVI90NS DATE BY DESIGNED OLLE DRANK 025 OF 42 ' • S N. CHRISTENSEN OHEDIfED 3. MOSS D, SPENCER APPROVED B. PIPPIN PS1660014-P3-P7 °• DA 553-1860-Ot4 ANUARY 2026 �, awea .R• y '� @ AL'V. ►t r Olily`1('1C 7191naAvenua.Sulu .'.00•Seatlle,WA911104 f'h:.06.394.71UU MULTI PHASE EXTRACTION PHASE EXPANSION EPHRATA, SYSTEM WASHINGTON VTT P$ID 1 OF 2 13 Pj ISSUED FOR BID REVISIONS DATE By OESGNEO J. STOLLE PROJECr NAME DRA"NG NO. _ ONE INCH AT FULL SCALE. 6 DRAAN IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL 2 OF 42 N. CHRISTENSEN FILE "'L Parametrik EXTRACTION SYSTEM -- CHECIE1 PS1860014—P3—P7 MULTI PHASE r- VTT P&ID 2 OF 2 B. M JOB No. 719 2nd Avenue. Sultu 1-00 - SmIlu, VVA 98104 EXPANSION MOSS D. SPENCER 553-1860-014 Ph:206.394.37OU P6 APPROVED IA AL EPHRATA, WASHINGTON 13 B. PIPPIN %UARY 2026 NOTES: 1. CONDENSATE PUMP CONNECTIONS M UPSTREAMIDOWNSTREAM PROCESS NOT SHOWN FOR CLARITY. ........... 2. PROCESS AND EQUIPMENT SHOWN ON THIS SHEET REQUIRES NO ADDITIONAL WORK SHEET INCLUDED TO ILLUSTRATE ENTIRE PROCESS AND FOR RECORD ONLY. --------------------------- NINA ISSUED FOR BID REVISIONS DATE By OESGNFU PROJECT NAME DRAMNG NO. — J. STOLLE ONE INCH AT FULL SCALE. EPHRATA LANDFILL 27 OF 42 DRAWN IF NOT. SCALE ACCORDINGLY — N. HRISTENSEN FILE NAME AA 11"'drametrik MULTI PHASE EXTRACTION SYSTEM COMPRESSOR P&ID — CHECKED PSi86OOl4—P3—P7 719 2nd Avonuu. Suite 200 - Seark, VVA 9A104 EXPANSION P7 JW N. Ph: 206.39,1.3FOU H. MOSS, D. SPENCER 553-1860-014 14 APPROVED IA '5ANUARY 2026•EPHRATA, WASHINGTON B. PIPPIN I CONDUIT SYMBOLS CONDUIT NUMBER RECEPTACLE AND SWITCH SYMBOLS CKT DUPLEX WALL RECEPTACLE, r--X—XX-4—t#—#—1 EQUIPMENT ID# CONDUIT NUMBER TAG oho DISCONNECT SWITCH, 3-POLE. TAG = DEVICETAG ID STANDARD RELAY CONTACTS ### ### CONTACT, NORMALLY OPEN AND A AMPERES LCP LOCAL CONTROL PANEL AC ALTERNATING CURRENT LCS LOCAL CONTROL STATION G1 THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE X-### P=POWER C=CONTROL J=SIGNAL X=SPARE TYPE 120V CKT =CIRCUIT NUMBER X-### P=POWER C=CONTROL J =SIGNAL X =SPARE I I 0 xxAF=SWITCHRATING,IN AMPERES II .I'I� NORMALLYCLOSED, ###= DEVICE ID NUMBER AtD ANALOG TO DIGITAL LTG LIGHTING ADJ ADJUSTABLE LTS LIGHTS qF AMPERE FRAME LP LIGHTING PANEL SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST 3/4'C{3)02 CAIZE, N INDICATING CONDUIT SIZE, NUMBER OF WIRES AND WIRE SIZE. TYPE: WP = WEATHERPROOF G=GROUNDED G O xxKW GENERATOR xxKW=SQE I 0-1-0 TIME -DELAY RELAY CONTACTS AFD ADJUSTABLE FREQUENCY mA MODIFIED A.F.F. ABOVE FINISHED FLOOR mA MILLIAMPERES EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS, CONTACTTHE TILITY COMPANY REPRESENTATIVES AND X ### CALLOUT INDICATING CONDUIT NUMBER AND WIRE PER SCHEDULE. IG=ISOLATED GROUND GF=GROUND FAULT xx I MOTOR xx = HORSEPOWER xxAF TAG ### NORMALLY OPEN, CLOSES o AFTER TIME DELAY. ###=DEVICE ID NUMBER A.F.G.AFGABOVE FINISHED GRADE MCC MOTOR CONTROL CENTER AIC AMPERES INTERRUPTING CAPACITY MCP MOTOR CIRCUIT PROTECTION OR AMP AMPERES MAIN CONTROL PANEL VERIFYTHEIR REQUIREMENTS. _ — '- EXPOSED CONDUIT CONCEALED CONDUIT FLEXIBLECONOUIT INTERRUPTER DUPLEX RECEPTACLE, EMERGENCY/STAND-BY h xxAF xxAF xxAT �aAT POWER CIRCUIT BREAKER, 3 POLE, ABOVE1500V. o 0 o CIRCUIT BREAKER, 3 POLE TAG = DEVICETAG ID xxA=TRIP RATING, IN AMPERES ° �° NORMALLY CLOSED, OPENS AFTERTIMEDELAY. o NORMALLY OPEN, ANN ANNUNICATOR MOM THOUSAND CIRCULAR MILS (KCMIL) AS AMMETER SWITCH MON MONITOR AT AMMETERTRIP MOV MOTOR OPERATED VALVE ATS AUTOMATIC TRANSFER SWITCH MS MOTOR STARTER G2 THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USEALL INFORMATION SHOWN. 3 -O CAP ON CONDUIT STUB CONDUIT TURNING UP SINGLE RECEPTACLE 120V SINGLE RECEPTACLE, WITH NO xxAF=TRIPR RATING xxAT =TRIP RATING �-I.� 0 0 INSTANTANEOUS CLOSE, OPENS AFTER TIME DELAY, AUTO AUTOMATIC MTO MOUNTED AWG AMERICAN WIRE GAUGE MTG MOUNTING G3 NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE 0 i— CONDUITTURNING DOWN CONDUITWITH SEAL FITTING EMERGENCY/ STAND-BY DOUBLE DUPLEX RECEPTACLE, 120V DRAWOUT DRAWOUT xxA M OL °�° NORMALLY CLOSED, INSTANTANEOUS OPEN, BOG BARE COPPER GROUND MTS MANUAL TRANSFER SWITCH C CONDUIT (N) NEW CAB CABINET NC NORMALLY CLOSED DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR UNDERGROUND DIRECT BURIAL CONDUITS UBLEDUPLEEO•BY DUPLEX RECEPTACLE, DOUBLE I -AF b xxgF CIRCUIT BREAKER, 3-POLE � �— MOTOR STARTER WITH THERMAL OVERLOAD, 3-POLE. CLOSES AFTER TIME DELAY. CAP CAPACITOR NEMA NATIONAL ELECTRICAL CB CIRCUIT BREAKER MANUFACTURER'S ASSOC. ANY OTHER REASON. --- INDICATES REMOVAL GROUND CONDUCTOR ® DUPLEX FLOOR RECEPTACLE, 120V TYPE: F=FLUSH XXgT q xxAT UNLESS OTHERWISE NOTED. I xxAF=FRAME SIZE J�,,K� lIf SENSING DEVICECONTACTS CLOSES CLOSES CC CONTROL CABLE, CLOSING COIL, NEUT NEUTRAL CLARIFIER CONSOLE NO NORMALLY OPEN, NUMBER G4 INFORMATION SHOWN MAY NOT BE ALL ALLUSIVE SEE ALSO ANSI C37.2. Y1.1, Y32.2. --� CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED S = SURFACE MULTI.OUTLEI ASSEMBLY WITH SINGLE RECEPTACLE, 120V y I WfiH NO DRAWOUT DRAWOUT xxAT=TRIP RATING I I� FALLING DEVICETYPE °�° °"[° FLOW SWITCH u u CHH COMMUNICATION HANDHOLE OOP OZONE CONTROL PANEL CJB CALIBRATION JUNCTION BOX OL OVERLOAD CKT CIRCUff OT OVER TEMPERATURE CMH COMMUNICATION MANHOLE OfT THERMAL OVERLOAD RELAY G5 REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF MECHANICAL \ HOME RUN TO PANELBOARD OR AS INDICATED SPACING X IN.) AS NOTED, ( X IN. MOUNTING HEIGHT AS NOTED. POWER OR DISTRIBUTION M MHORSE HORSEPOWER INDICATED. HORSEPOWER AS INDICATED. °�° o'er° V LEVEUFLOATSWITCH l�� v CO CONDUIT Off OPERATOR INTERFACE TERMINAL COMM COMMUNICATION P POLE, PUMP EQUIPMENT ELECTRICALNRCUIIECTIOIlS TO BE MApETO ELECTRICAL CIRCUITS. ® CABLE TRAY f ® SPECIAL PURPOSE WALL RECEPTACLE, RATING AS Y IJ�J J xxKVA TRANSFORMER, 3 PHASE UNLESS OTHERWISE NOTED. o °a° PRESSURE SWITCH COND CONDUCTOR PB PUS B CPT CONTROL POWER G6 HALFTONE GREY UNDERGROUND DUCT LINE (CONCRETE ENCASEMENT)" NOTED. (a,b) SINGLE POLE SWITCH (SEE NOTE St) mmxN-yyV f xxKVA=SIZE �D V =PRIMARY VOLTAGE yyV= SECONDARY VOLTAGE M MOTOR, SINGLE PHASE. VOLTAGEAND HORSEPOWER o °� TEMPERATURE SWITCH PBSW PUSHBUTTON SWITCH U TRANSFORMER PEC PHOTOELECTRIC CELL CP CONTROL PANEL PF POWER FACTOR OR CONTROL RELAY PGRS PVC COATED GALVANIZED RIGID TONEARETSHOWNO TONEAREIXISTINGORBYOTHERS. . G7 VERIFY ALL COLOR REQUIREMENTS BEFORE O JUNCTION BOXES, FLOOR, WALL AND CEILING HEATTRACE "= SINGLE POLE 2=2POLE 3 = 3 WAY 4=4WAY ATS o- xxAF TRANSFER SWITCH, ATS OR MTS AS INDICATED. 3 POLE UNLESS OTHERWISE NOTED. xxAF = RATING �%' AS INDICATED. BUS STAB ON MCC OR SWITCHGEAR OR MOTOR CORD LIMIT SWITCH CONTACTS o NORMALLY OPEN, CLOSES ON °�- REACHING LIMIT CS CONTROL STATION STEEL CT CURRENTTRANSFORMER PH MEASURE OFACIDITY OR ALKALINITY DB DIRECT BURIAL PH PHASE DC DIRECT CURRENT PIOP PLC VO PANEL ORDERING MATERIALS. GB CONDUITSIWHERE OSIZEISSHO INDICATED. WHERE NO SIZE IS SHOWN, THE EQUIPMENT AND INSTRUMENT SYMBOLS M =HP RATED, LOCKABLE OS= OCCUPANCY SENSOR P = SWITCH WITH PILOT LIGHT WP=WEATHERPROOF `� MOTOR STARTER WITH THERMAL OVERLOAD. q , , q lM�.�xxxVA CPT AND PLUG CONNECTION CONTROL POWER TRANSFORMER ovo NORMALLY CLOSED, OPENS ON REACHING LIMIT DIAG DIAGRAM PLC PROGRAMMABLE LOGIC DISC DISCONNECT CONTROLLER DISTR DISTRIBUTION PNL PANEL CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE EDITION OF THE NATIONAL ELECTRIC CODE ADOPTED BYTHEAUTHORfTYHAVING XXX-### G EQUIPMENTID# GENERATOR NOTES: S1 LOWER CASE LETTERS IN PARENTHESIS ADJACENTTOASWITCHORLIGHTFIXTURE OTHERWISE NOTED. '= NEMA SIZE �yyy�xxV-yyV ' b mxVA=SIZE xxV=PRIMARY VOLTAGE yyV=SECONDARY VOLTAGE WIRE AND CABLE SYMBOLS WIRING INSIDE ENCLOSURE pN DIVISION PNLBD PANELBOARD DP DISTRIBUTION PANEL DPDT DOUBLE POLE, DOUBLETHROW POSN POSITION POT POTENTIOMETER DPST DOUBLE POLE, SINGLE THROW CODE ENFORCEMENT JURISDICTION. WHERE NO FILL IS INDICATED, PROVIDE (3) #12 WIRES. PROVIDE3/16INCH NYLON PULL ROPE IN EACH / V xxKW xx xxKW =SIZE MOTOR xx= HORSEPOWER EQUIPMENT CONNECTION INDICATEA SWITCHED CIRCUIT AND IDENTIFY THE FIXTUREISWITCH COMBINATIONS. FOR FOUR LAMP FLUORESCENT FIXTURES WIRED IN PAIRS WITHIN EACH FIXTURE, THE *a* SWITCH CONTROLS THE OUTER LAMPS AND THEW VFD VARIABLE FREQUENCY DRIVE. 3 PHASE UNLESS OTHERWISE NOTED. tf## =TAG ID NUMBER TAG o ,-� TAG o o xxA xxA o CIRCUIT BREAKER, SINGLE POLE TAG = DEVICETAG ID xxA =TRIP RATING, IN AMPERES ------ FIELDWIRING I CONDUCTORS CONNECTED PPS PACKAGED POWER SUPPLY (E) EXISTING PRI PRIMARY EE ELECTRICAL ENCLOSURE PWR POWER EHH ELECTRICAL HANDHOLE (R) RELOCATED ELEM ELEMENTARY RCPT RECEPTACLE EMPTYCONDUIT. ® INSTRUMENT LOCATION SWITCH CONTROLS THE INNER LAMPS. LAMP FIXTURES SIMILARLY. TAG TAG ® xxA FUSE TAG = DEVICE 10 CONDUCTORS NOT CONNECTED EMERG EMERGENCY ROT REPEAT CYCLE TIMER ENCL ENCLOSURE RT RESETTIMER t�T THERMOSTAT 52 NUMBERS IN PARENTHESIS ADJACENT TO SS ELECTRONIC SOFT STARTER xxA= FUSE RATING, IN AMPERES I EFFL EFFLUENT SCCR SHORT CIRCUIT CURRENT RATING EGO EQUIPMENT GROUND CONDUCTOR xxA 01 XxAEDEVICE. DISCONNECT SWITCH, UNFUSED xxA=AMPERAGE DISCONNECT SWITCH, FUSED LIGHT FIXTURE OR RECEPTACLE INDICATETHE LIGHTING PANEL BRANCH CIRCUIT FEEDING THE #p# WITH BYPASS. 3 PHASE UNLESS OTHERWISE NOTED. ###=TAG ID NUMBER PUMP 1 0 H�,A SELECTOR SWITCH ASSEMBLY, 3-POSITION --�- SPLICE OR TERMINATION SCHD80 SCHEDULE 80 PVC EQPT EQUIPMENT SCR SILICON CONTROLLED RECTIFIER ETM ELAPSED TIME METER SD SMOKE DETECTOR FDR FEEDERxxAT� xyAF=FRAME SIZE SIZE �� TYPICAL CONFIGURATIONS:xxAT=TRIP H0A=HANWOFF/AUTO FE FLOW ELEMENT SIG SIGNAL FIT SN SOLID NEUTRAL F`OWIINEICATIONTRANSMITTER SPD SURGE PROTECTIVE DEVICE xx xxAT� ENCLOSED CIRCUIT BREAKER xxAF=FRAME SIZE LINE OR LOAD REACTOR o I X00 L 0 R = LOCAUOFF/REMOTE TERMINAL SYMBOLS EX FLUOR FLUORESCENT SPDT SINGLE POLE, DOUBLE THROW PHI HH vAT=TRIP SIZE MANHOLE HANDHOLE LIGHTING SYMBOLS LUN1INAIRE WITH IDENTIFICATION NL TAG -- 0 KIRK KEY INTERLOCK OXO ❑ MAIN CONTROL PANEL 0 LOCAL CONTROL PANEL F.O. FIBER OPTIC SST STAINLESS STEEL FREQ FREQUENCY SV SOLENOID VALVE FSH FLOAT SWITCH HIGH SW SWITCH SW13D SWITCHBOARD • GROUNDROD ID ID =TYPE, PER LIGHTING (a) SCHEDULE ST SHUNT TRIP 0 0 OOX 0 FIELDTERMINAL 0 FIELD PANEL FSO FLOAT SWITCH OVERFLOW FU FUSE SWGR SWITCHGEAR 0 / GROUND ROD AND BOX WALL -MOUNTED CONTROL PANEL, PANELBOARD, TERMINALCABINET. SHOWN (LPXXfX) NL = UNSWITCHED NIGHT LIGHT a XX/X=SWITCHPOWER LPXX/X=POWER SOURCE ® �- FUSE CURRENT TRANSFORMER START STOP —I— o 0 o I_o PUSHBUTTON, NORMALLY OPEN AND NORMALLY CLOSED ® POWER JUNCTION BOX VFD 0 MCCORSWITCHGEAR FUT,(F) FUTURE SYNC SYNCHRONIZING FVNR FULL VOLTAGE, NON- REVERSING TB TERMINAL BOX TC TELEPHONE CABINET FVR FULL VOLTAGE, TEL TELEPHONE FWD FORWARD WITHEQUIPMENTIDTAG. PNL-100 PANEL AND CIRCUIT NUMBER SURFACE MOUNTED FIXTURE 1"f WALL MOUNTED FIXTURE - —• �!I VOLTAGE TRANSFORMER SURGEARRESTOR CONTROL DEVICE COIL XXX INDICATES TYPE: ALT= ALTERNATING RELAY 0 PLC UOTERNIINAL A CONTROL CABLE JUNCTION BOX . MOTOR LOAD CABLE JUNCTION GEN GENERATOR TERM TERMINAL OR GROUND FAULT INTERRUPTER TO TIMED OPENING ONO GROUND TOA TEST -OFF- AUTOMATIC FLOOR -STANDING DISTRIBUTION ASSEMBLY, SUCH AS MCC, SWITCHBOARD, OR XFMR. SHOWN WITH EQUIPMENT ID 'Z^ y`� n n POLE MOUNTED FIXTURE S8t td/ LdJ X SENSOR. X INDICATES DEVICE TYPE: A =AMMETER OR = CONTROL RELAY LR =LATCHING RELAY TR/TDR =TIMING RELAY/TIME DELAY RELAY BOX OR DISCONNECT GRS GALVANIZED RIGID STEEL TSP TWISTED SHIELDED PAIR H HYDROGEN PEROXIDE TST TWISTED SHIELDED TRIAD HH HANDHOLE UGND UNDERGROUND HOA HAND -OFF -AUTOMATIC UV ULTRAVIOLET MISCELLANEOUS DEVICES TAG. MCC-100 ®� WALUCEILINGMOUNTEDEXIT LIGHT-DIRECTIONALARROW AS=CURRENT SWITCH V=VOLTMETER M=MOTOR STARTER CONTACTOR ELAPSED TIME METERI HOR HAND -OFF -REMOTE VA VOLT-AMPERES HPS HIGH PRESSURE SODIUM VAE VACUUM ASSISTED EXTRACTION WHERE INDICATED, SHADED AREA INDICATES ILLUMINATED FF—ACP1 ALARM SYMBOLS FACE. FIRE ALARM CONTROL PANEL PE PHOTO ELECTRIC CELL SH COMBINATION SMOKEMEAT EMERGENCY LIGHT WITH SELF - DETECTOR CONTAINED BATTERY LJ ALARM HORN FF ww MANUAL PULL STATION UTILITIES SYMBOLS ELECTRICITY UTILITY METER X INDICATS COLOR: g AND SOCKET i A= AMBER STROBE LIGHT ® PLYWOOD BACKBOARD B = BLUE STROBE LIGHT G = STEADY GREEN LIGHT R = RED STROBE LIGHT REMSIONS DATE BY DESIGNED C, WITTMAN ETM HTR HEATER HT HEAT TAPE VAR VOLT AMPERES REACTIVE W H= WATTHOUR METER T SWITCH ###= DEVICE ID NUMBER HOURMETER = VFD VARIABLE FREQUENCY DRIVE INDICATINGLIGHT RV HIGH VOLTAGE VH VAR -HOUR POWER RECEPTACLE X X INDICATES COLOR: 0-1.o SOLENOID VS VOLTMETER SWITCH ® A=AMBER IN HDICATIYCLIGHT SECOND) W WIRE,WATTS -{F CAPACITOR H HORN INDLT INDICATINGLIGHT VACUUM BREAK SWITCH B =BLUE INCAND INCANDESCENT WH WATTHOUR METER C=CLEAR BELL INSTR INSTRUMENT, WHDM WATTHOUR DEMAND METER A TERMINATOR/POTHEAD G=GREEN B INSTRUMENTATION WP WEATHERPROOF ELEMENTARY DIAGRAM R = RED 6 BUZZER VO INPUT/OUTPUT WR WEATHER RESISTANT �X REFERENCE W WHITE ISB INTRINSICALLY SAFE BARRIER WT WATERTIGHT X = DIAGRAM NUMBER ISR INTRINSICALLY SAFE RELAY WWR WASHWATER RECOVERY JB JUNCTION BOX XFMR TRANSFORMER -I- GROUND CONNECTION INDICATING LIGHT. KA KILOAMPERES +p PUSH -TO -TEST KCMIL THOUSANDS OF CIRCULAR MILS KV KILOVOLTS KVA KILOVOLTAMPERES �fgfAA�� KVAR KILOVOLT AMPERES REACTIVE ISSUED FOR BID KWH KILOWATTHOURS PROJECT NAME Two ol�ct�aotd . ra tF EPHRATA LANDFILL rEl 7t92�r,a,A�n`uleES'unemleeeNlp se1DaMULTI PHASE EXTRACTION SYSTEMELECTRICAL LEGENDPh: 20e.394.3100 EXPANSION AND ABBREVIATIONS EPHRATA, WASHINGTON 14 i I 72 f f STORAGE ROOM Je X ♦ VAPORTREATME CONTAINERS NO OVERALL SITE PLAN SCALE: 1/8" = V-0' IQN�U STORAGE ROOM PARTIAL PLAN SCALE: 3/8" = V-0" E2 ON NOTES (D COORDINATE LOCATION OF FIBER GATEWAY RECEPTACLE WITH THE FIBER SERVICE PROVIDER, GRANT PUD. FIBER GATEWAY PROVIDED BY GRAND PUD. CONTRACTOR SHALL PROVIDE WIRELESS BRIDGE FOR COMMUNICATION WITH CONTROL ROOM CP-100 "At ISSUED FOR BID A All PROJECT NAME DRAWNG NO. ONE INCH AT FULL SCALE. EPHRATA LANDFILL 29 OF 42 If' NOT, SCALE ACCORDINGLY z FILE NAME Parametrix MULTI PHASE EXTRACTION SYSTEM ELECTRICAL SITE PLAN Psi , .14—E2 EXPANSION jud 553—la60-014 #'a -et 14 E2 —d'A—TE EPHRATA, WASHINGTON JAMUARY 2026 01112IJ-4 1 90"m 0 WIRELESS BRIDGE VAPOR TREATMENT TRAIN CONTAINER NO. 2 D 4 - CONTROL ROOM f r-r VFD--P202B f MS-W-201B CP-100 -I LXFMR-1 0 (ABOVE) VTT CONTAINER ELECTRICAL PLAN SCALE: 1/2= 1'.0" E2 NOTES DCONTRACTOR SHALL RELOCATE EXISTING XFMR-1. TRANSFORMER SHALL BE SURFACE MOUNTED ABOVE VFD'S AND MOTOR STARTER. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED PER CONDUIT SCHEDULE. SEE STRUCTURAL DETAILS FOR MOUNTING. 2. ALL CONDUIT SHALL BE FIELD ROUTED AND SURFACE MOUNTED TO CHANNEL STRUT. PROVIDE CONDUIT OF SIZE AND TYPE SHOWN ON THE CONDUIT SCHEDULE ON SHEET E4. (DTHE PROCESS ROOM IS CLASSIFIED AS A CLASS I DIVISION 2 HAZARDOUS ENVIRONMENT. ALL NEW EQUIPMENT AND DEVICES SHALL BE RATED FOR THE ENVIRONMENT. PROVIDE CONDUIT SEAL FITTINGS PER THE NEC. SEAL ANY WALL PENETRATIONS BETWEEN THE PROCESS ROOM AND CONTROL ROOM WITH INTUMESCENT SEALANT, OPROVIDE NEW HAND -OFF -AUTO SWITCHES, RELAYS, AND WRING TERMINATIONS IN CP-100 AS SHOWN ON THE INSTRUMENTATION PLAN SHEETS. (D SURFACE MOUNT WIRELESS BRIDGE TO EXTERIOR WALL. ".t a It 4 ,it- AN ISSUED FOR BID DESIGNED C. WrNAN PROJECT NAME DRAWNG NO. ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL 30 OF 42 J. VONDERAHE FILE NAME Paraffietrik MULTI PHASE EXTRACTION SYSTEM CHECK PS1860014-E3 719 21W Avenue. Suitt, 100 - $eafllo. WA 98104 ELECTRICAL PLAN D. SPENCER -w WE ---- - - Ph:206.394.3100 EXPANSION 553-1860-014 E3 APPROVED DATE 130 PIPPIN JANUARY 2026 EPHRATA, WASHINGTON 14 �.,.r�..r ,.i%.w�v�..r��mn.wim ..w...rn.w�.�..^.:+^.+•^.+�w� I CONDUIT AND CABLE SCHEDULE do NUMBER CONDUITOUAN & SIZE CONDOR TYPE WIRE FILL. WIRE TYPE FROM i TO VIA REMARKS P100A P100B (Ill- (Ill- RGS RGS (3)#4,(I)08G (3)94-G XHH1W VF0 VTTILTT MDP-I VFD.P.202B VFD-P-202B P-2028 LHE REACTOR PIOIA (1)314' (1)314' RGS RGS 3 #12, (1)# 12G (3)# 12. (1)# 12G X" X" VTTILTT MDP.i MS-W-2018 MS.W.201B W-201B 1 Pi 10A plibs (Ill, (1)1-11? I RGS RGS Q#8,(I)#10G 1 (4)# 1, (I)#6G X" X" VTTILTT Mop-i XFMR-I XFMR-I VTTtTT PBD-1 C200 (1)314' RGS (121014, (10 1 4G THHN OP-100 VFD-P-202B C201 C202 (1)3/4' (1)3/4' RGS RGS 1fi#14,M#I4Q (2)#14. (I)NAG THHN THHN cp.ioo MS-W-2018 OP-100 J SV.20113 GOtaV0LWREFORW-201B AUTO DRAN SOLENOID sloo (i)l PVOt RGS (I)CAMe OAT6 WIRELESSBRIDGE FB�R GATEWAY (WB.110) POWER OVER ETHERNET VIA INJECTOR ADAPTER till, PVC/ RGS RGS ... (i)CAT6e ... ........... ..................... ......... .......... (1).N.i6TSP .......... (i)#16Tqp• OAT6 ... WIRELESS BRD(3E I CP-100 ....... mpllwl) ........... .......... . ......... ....... Rq ......................... .......... GP- PiT-201 F 1% .... __ ............ ........ .... CP-100 ............ ; : TIT-201B ............ ......... .......... ............. __ ................................................................... tsB-1814cp-loo ......... _._ ........... Isa-1614cp-100 W OVER ETHERNET VIA INJECTORsiol _ ..AD..... APTER __ ... ...................... ....... .......... ......................... IN ---- — — ----- 20A 3P MS-W-201B 10 1 48OV-120/208V 30KVA TRANSFORMER (EX) U ------------ 'Q CL ',1k&44 ISSUED FOR BID litY AN VA J�PROJECT NAME DRAWING NO. ONE INCH AT FULL SCALE. 31 OF 42 IF NOT, OCALa ACCORDINGLY z EPHRATA LANDFILL ELECTRICAL ONE —LINE FILE NAME 4V 10carametrik MULTI PHASE EXTRACTION SYSTEM PS1860014—E4 st 719 211J Avenue, Suati 200 - $Qatk. WA 98104 EXPANSION DIAGRAM E4 im N. 553-1860-014. 6 . . . . . . . DATE ►A EPHRATA, WASHINGTON JANUARY 2026 PANELBOARD SCHEDULE NAME: MAIN DISTFUSUTION PANELBOARD MDP-1 VOLTAGE RATING: 480 VOLTS, 3 PHASE,3 WIRE BUS RATING: 400 AMPS MAINBREAKER: NONE AMPS FEED; BOTTOM LOCATION: STORAGE ROOM MOUNTING: FREESTANDING FED FROM: MAIN CIRCUIT BREAKER IN MCB-1 SPECIAL FEATURES: 30KAIC NOTES� CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION _J OEM RA TREATMENT TIN CONTAINERS W. i ANDW 2 .............. ME KIM u a EEF=n............... am MN DISTRIBUTION PANELBOARO CONNECTED VA METHOD NEC DEMAND CALC. VA TOTAL LIGHTING (L) LOAD; L 0 ALL la 125% 0 TOTAL RECEPTACLE (R) LOAM R 0 FIRST l0KVA4 125% 0 REMAINDER OVER 101(VA S0% 0 TOTAL MOTOR (M) LOAD, M 0 ALL a IDD% 0 LM 0 125% OF LARGEST 125% 0 TOTAL HVAO (H) LOAD H 18276 ALL 0 IZ% 22646 TOTAL MISCELLANEOUS ()0 LOAD X 1231178 ALL 0 125% 16301`2 TOTAL VA 141454 VA 1782117 VA AVERAGE AMPS 0 170 AMPS V3 AMPS VOLTAGE PHASE TO PHAW- 4130 PANELBOARD SCHEDULE vLQ NAME: VTTILTT MAIN DISTRIBUTION PANEL MDP-1 VOLTAGE RATING: 480 VOLTS, 3 PHASE,3 WIRE BUS RATING: 200 AMPS MAIN BREAKER: NONE AMPS FEED: TOP LOCATION: VTT CONTAINER CONTROL ROOM MOUNTING: SURFACE FED FROM: MOP-1 SPECIAL FEATURES: 35 KAJC NOTES: CIRCUIT DESCRIPTION VA I CKT I BRKR I Ll L2 L3, BRKR I CKT I VA CIRCUIT DESCRIPTION LOAQ PANELBOARD SCHEDULE NAME: PBD-1 VOLTAGE RATING: 208M 20 VOLTS, 3 PHASE, 4 WIRE BUS RATING: 100 AMPS MAIN BREAKER: 100 AMPS FEED: BOTTOM LOCATION: STORAGE ROOM MOUNTING: SURFACE FED FROM: MOP-i VIA XFMR-1 SPECIAL FEATURES: ICKAIC NOTES: CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION P! Nil "101.11w Pill SPACE ............ ....... .............. .......................... fiv.,U10 -------------------------- Elm VTTILTT MAIN DISTRIBUTION PAN[ CONNECTED VA MET14oD NEGOEMAND C&C. TOTAL LIGHTING tQ LOAD: L 0 ALL 0 125% 0 TOTAL RECEPTACLE III) LOAD R 0 FIRSrl0KVAQ 125% D REMAINDER OVER 1CKVA W% a TOTAL MOTOR (W LOAD M 83592 ALL a 10066 LM 0 125% OF LARGEST 12S% T TAL=." I Pao 0 L'V i2sm H OD02 12S% TOTAL ALL 0 125% 24403 TOTAL V& 93178 VA 100577 VA AVERAGE AMPS 0 112 AMPS 121 AMPS VOLTAGE PHASE TO PHASE- 400 ISSUED FOR BID REVISIONS DATE By DESIGNED PROJECT NAME DRAWNG NO C. NTTMAN ONE INCH AT FULL SCAl-r- DRAWN IF NOT, SCALE! ACCORDINGLY z EPHRATA LANDFILL 32 OF 42 J. VONDERAHE FILE NAME Parametrik MULTI PHASE EXTRACTION SYSTEM ELECTRICAL PANELBOARD CHECKED PSI86O014-E5 7t92lQAEpn.ialW200 -Seaftle.WA98104 EXPANSION SCHEDULES E5 D. SPENCER JW N. Ph: 206.394.3100 APPROVED IA 14 B. PIPPIN tANUARY 2026 WWI .11,212wd EPHRATA, WASHINGTON I CONTROL ROOMWESTWALL ............. .......... ........ ......... ...... ............... ............ ....... ......... .......... ............ SEE STRUCTURAL DETAILS FOR MOUNTING TO WALL (EX) .................................. TO EQUIPMENT PiOOB EQUIPMENT ............... P100A �FROM FROM VTTILTT C p P-100 MDP-1 .......... .......... rf cg� LINE REACTOR P110A P101A LLFROM VMTT1LTTMDP-1 TO VTTA_TT PBD.I ........... ......... ....... ......... ........ I. CONDUIT ROUTING IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE CONDUIT. ( CONTRACTOR SHALL RELOCATE EXISTING XFMR-1. TRANSFORMER SHALL BE SURFACE MOUNTED ABOVE D VFD'S AND MOTOR STARTER. 3. SURFACE MOUNTED EQUIPMENT SHALL BE MOUNTED ON CHANNEL STRUT FOR WEIGHT DISTRIBUTION. SEE SPECIFICATION SECTION U 05 41 FOR SEISMIC REQUIREMENTS. 4. MAINTAIN MINIMUM SEPARATION OF 4'BETWEEN SURFACE MOUNTED EQUIPMENT. 5. CONTRACTOR SHALL FIELD VERIFY THE EQUIPMENT PLACEMENT ADHERES TO THEWORKING SPACE REQUIREMENTS OF NFPA 70. CONTROL ROOM WEST WALL EQUIPMENT ELEVATION f-A\ SCALE: NONE E6 ,#.AAAL4 ISSUED FOR BID �L'i A IV PROJECT NAME DRAWNG NO. REIASIONS DATE By DESIGNEE) onommmm* 33 OF 42 C. MTTMAN ONE INCH AT FULL SCALE. EPHRATA LANDFILL — DRAWN IF NOT, SCALE ACCORDINGLY J. YONDERAHE Twnog;�� Paralngetrik MULTI PHASE EXTRACTION SYSTEM ELECTRICAL ELEVATION CHECKED 516" 719 211d Aventle. Still, 200 - Seattle. WA 98104 EXPANSION AND DETAILS EG N 1h: 206.394.3 700 D. SPENCER 53-1860-014 APPROVED GAEPHRATA, WASHINGTON 1 S4 B. PIPPIN I NUARY 2026 MCP O M-W201B 100 L1-o 1 M•W2, 0,18OL ( f ^ FROM 101 VTT/LTT MOP-1 L2--0 11 5HP W-201B �� I HEATEXCHANGER#2 102 L3 -07 103 104 105 CONTROL POWER TRANSFORMER 48OV-120V 106 L1 N 107 CP-100 108 109 I H O A %W201 BOL-1 110- - - - - - - - X NO -- -W20 B ( X R331 \J 111 I NC j 1 15151, I X _ 4_ NO 1 112 SHEETI5 113 15161, I ���\ SHEET 15 SHEET 15 NC 15162, 114 I SHEET 15 1 I 1 116 L� M-W201B-1 117 R RUNNING I I 118 I I I I CP-100 I 119 I I R341 SV•201B 1 120 -------------------- AUTO DRAIN SOLENOID CP-100 121 SHEET 14 LINE 1404 PLC 08:3 HEATEXCHANGER. 122 14041 - - - - - - - R33 - - - - -- - - 14042 W-201B, I I CALL TO RUN 123 I SHEET 14 LINE 1405 PLC 08:4 I HEAT EXCHANGER, 124 14051 �-- - - - - - 14052 W-201B, AUTO DRAIN SOLENOID RELAY 125 SHEET 15 LINE 1513 PLC 19:10 M-W201BOL-2 HEAT EXCHANGER, 126 15131 r- - - - - - - -El ❑- - - - - - - - -j 15132 W-201B, MOTOR OVERLOAD 127 SHEET 15 LINE 1514 PLC 19:11 M-W201B.1 HEAT EXCHANGER, 128 15141 1- - - - - - - -001 - - - - - - - q 15142 W-201B, MOTOR RUNNING 129 130 131 132 HEAT EXCHANGER #2 MOTOR ELEMENTARY 133 Qj MOTOR STARTER MANUFACTURER SHALL DETERMINE OVERCURRENT PROTECTION SIZING. 134 135 136 137 138 139 LINE REACTOR VFD•P202B 140 L1-----fYYYLo-_. L1 T1 OM L2 T M 40 HP 141 VTTFR MDP-1 L2---- ---0- G - -.---- P-202B I I VFD - 480VAC3PH 142 L3---- L3 T3-------- 143 144 VFD CONTROL 145 TERMINALS 146 +24V 1606 147 AI+ - 1 ---0 SPEED COMMAND CP-100 i 1 SHEET 16, LINE 1607, 148 - _ A1- _ 16071 _ _ -O PLC A02.2 R25 1 149 - - - - - - - - - - - - - - - - - RUN Lam________ SHLD SHEET II, FORWARD 150 LINE511 AO+ I I - 0-1 L ---0 SPEED REFERENCE I I I SHEET 13, LINE 916, 151 AO- E 9171 ---0 PLCA16.5 152 EXTFAULT L-'0-------- SHLD OPEN 153 154 SHEETI5, _ _ _ _15121 _ - - - RUN 15122 LINE 1512 ----- COM d [----N.O.- - - - - - - - - PLC I9:9 155 156 SHEETI5, 15071 - _ FAULT _ _ 15072 __ _ PLC19:6 ------------- I{ ---- - LINE 1507 COM N.O. 157 158 HIM ENET 159 1 COMM ,V.Y AN4+ ISSUED FOR BID REVISIONS DATE BY DESIONED �'rT�� PROJECT NAME C. WITTMAN ~ DRAWNC NO. DRAWN IIPP NOT SCACH LE ACCORDIINGLY z EPHRATA LANDFILL 34 OF 42 J. VONDERAHE i"arametrik MULTI PHASE EXTRACTION SYSTEM HEAT EXCHANGER #2 CHECKED S PS1860014-E7 •q, esltr 71906.394nae.SWte2011•SeaRie.WA9d1(14 MOTOR ELEMENTARY E7 D. SPENCER o. -�t•\R+c�k4�+"'� Fh:.06.394.3700 EXPANSION APPRO E0 DA 553-1860-014 ��*r Y�� or/ix/ioao EPHRATA, WASHINGTON 1 i B. PIPPIN JANUARY 2026 ««..»..,« """"``""'""" 21V110, NATr. NOTE: s•a•,, rf;,•5�.� N) 04111. ft/2?Sty >1:10 rt+ L3:at Cf.•UE Idn1 UfALY)Y nr,5dtrlftrrs. DRAWING TAKEN FROM PH7 MPE PILOT •tltx ;•:�N nc„ rA1NIrUM rWIIKEU AATPQr - i6« «:NiN5/7.Uls'r innz !. ti;i Ir.;1 Jos; � f. �rrintixTr� s �miv Br psrrtTHHPu utn, ucnrrs ul{rctmrcTkTl STUDY PROJECT, SENECA SUBMITTAL 11 :ntA'rt r.�ae q. A:I. sPtziP:: SPUL A4 nSt-KA1CCALLV JECORU WIC VM410F A tr,Ct, "Y7 gtJ4J.-•:M016 NUMBER 33, REVISION 3, BACKGROUND FUCTAT,.AL r n'raEY. USED FOR REFERENCE ONLY, WORK i. Y.SNIHfx :,{;1,`tT CNAYLTO:1°Y,iCiTr LUN A44$ 1.3 1N/18/2nt3 Tr1:7:Lt „Nl x. xllx }n!x 4!%?LY U44A CuNEEK., PROIUC12VE DEVitr . 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VONDERAHE FILE N;WC -- - -- . -lil. m-rametrik MULTI PHASE EXTRACTION SYSTEM MAIN CONTROL PANEL -- — 'wo.— .• 1-91 PSISBOO14-14 & % , . — CHECKED 0-4 719 2o1 Avenue. 3jlW 200 • Seattle. VIA 98104 0, SPENCER JOB EXPANSION WIRING DIAGRAM .4 APPROVED 553-1860-014 14 o 15 IA'• EPHRATA, WASHINGTON B. PIPPIN JANUARY 2026 lA AEY N7 fATE NOTE: 2 °140 SY)LU (EI( L:CAI. M 1!. JlA UTWUI; SPL;4iAGY.'r(T< 2. AL15 SA'ae A.C6 ' 1NM` R r.FCrJ1AEU Aatlms. SN ?nla:/J016 DRAWING TAKEN FROM PH7 MPE PILOT 3. ML YA:XTEKII<Cfi VIV L &E PkfifGF.Y£,) HYYti n.EV]:2S DSSf'..".VNE.Ita 1x :10/(i7iJH7$ I Fa: 7! r. 1'C+te stW- ter, STUDY PROJECT, SENECA SUBMITTAL 4. ALL iP1:Ct.<. S.RLt It NELL1 10".13 *4.0 F.:55,::•r^;Safi A or) Y2 151S.x/w�7(, NUMBER 33, REVISION 3. BACKGROUND ELEft1.W.AL (.^Jncll usI ur1 N(Nr)';r :.u.PLT =AX mR PY,nAC.C1Y • tca rIAP5 xi SHlta/2h75 USED FOR REFERENCE ONLY. 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SPENCER �' @ay�pb.'-- �� Ph: L06.394.3700 rAFFRneo DA 553-1660-014 �A04�< EPHRATA, WASHINGTON 15 5 B. PIPPIN ANUARY 202E ►���ry• oi/1�/;.026 li Mastul @-C4) (TYP)i(D76 01--c �71 72 73 '14 75 73 =(D 0 H-O-A SWITCH MAINTAIN ILLUMINATED P-202B H-O-A SWITCH MAINTAIN ILLUMINATED W-201B NOTE: 101AWA016 1. DRAWING TAKEN FROM PH7 MPE PILOT IWO-1/2016 STUDY PROJECT, SENECA SUBMITTAL IWIA.12a16 NUMBER 33, REVISION 3. BACKGROUND le'1A, 2 1L. , USED FOR REFERENCE ONLY. WORK 30/247.1516 THAT IS CLOUDED AND USING BOLD Allasnals TEXT AND LINEWORK INDICATES NEW IMM-'Rii. WORK UNDER THE SCOPE OF THIS PROJECT. CONTRACTOR TO PROVIDE AND INSTALL HOA SWITCH TO MATCH EXISTING SWITCHES ON PANEL FRONT. DCONTRACTOR TO PROVIDE AND INSTALL 120VAC CIRCUIT BREAKER AND SIMPLEX RECEPTACLE FOR WIRELESS BRIDGE POWER OVER ETHERNET INJECTOR ADAPTER. th, FSi7UNAt zl� m STAMP IS FOR CLOUDED REVISIONS ONLY •.*A 4 4 " • ISSUED FOR BID TA PROJECT NAME ONE INCH AT FULL SCALE. DRAWN ND. IF NOT, SCALE ACCORDINGLY HILL N" EPHRATA LANDFILL MAIN CONTROL PANEL 42 OF 42 P-rametrik - PS1860014-18 MULTI PHASE EXTRACTION SYSTEM AM N. 719 211d Menda.' Sulto? 200 - seawL,. 1& 98 104 553-1860-014 Ph! L06.394.3100 EXPANSION WIRING DIAGRAM - 8 18 '^'JANUARY 2026 lv"Iys O'%/.l;%/-10-'6 EPHRATA, WASHINGTON 15 1 EXHIBIT F 156 157 STANDARD SPECIFICATIONS The "2026 Standard Specifications for Road, Bridge, and Municipal Construction (English)", prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association (APWA), together with the APWA General Special Provisions (GSPs) referenced in Division I, are incorporated into this Contract only for work governed by Division I and for any specific WSD0T/APWA sections expressly cited in Division 1. Unless specifically referenced in Division 1, no other portions of the WSDOT/APWA Standard Specifications or GSPs apply to this Contract. GENERAL PROVISIONS AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments and APWA General Special Provisions (GSPs) modify the 2026 WSD0T/APWA Standard Specifications for Road, Bridge, and Municipal Construction (English) and are hereby made a part of this Contract. These Amendments and GSPs supersede any conflicting provisions of the Standard Specifications for all Division I work. All provisions of the WSD0T/APWA Standard Specifications and APWA GSPs not amended, supplemented, or replaced herein remain in full force and effect for Division I work. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SPECIAL PROVISIONS The following Special Provisions are made a part of this Contract and supersede any conflicting provisions of the 2026 WSDOT/APWA Standard Specifications, including the foregoing Amendments and APWA GSPs. Division and Subdivision numbers in these Special Provisions correspond to the numbering used in the Standard Specifications. Unused Division and Subdivision numbers from the Standard Specifications are used to specify items of work or materials that are not included in the Standard Specifications. All provisions of the Standard Specifications that are not amended, replaced, deleted, or supplemented remain in full force and effect. In case of conflict, the Special Provisions take precedence over the Standard Specifications. STANDARD PLANS The "Standard Plans for Road, Bridge, and Municipal Construction," prepared by the Washington State Department of Transportation shall be hereinafter referred to as the "Standard Plans." Grant County 553-1860-014 MPE System Expansion SS-1 January 2026 Contract Documents 158 159 DIVISION1 .~._'..`..``.~.....,,```__,._'_,`,_,...~~_~.__,,,...~...._,,....,,....,.._'3 1-01 DEFINITIONS AND TERMS ..~.....~-..-'''''^.~....._'''~..........~....~.-'~.... 3 1-01.2 Abbreviations .......................................................................................................... 3 1-01.2(1) Associations and Miscellaneous .................................................................. 3 1-01 .2(2) Items of Work and Units of Meesurenlent-----------------. 3 1-01.3 Definitions ............................................................................................................... 3 1-04 SCOPE OFTHE WORK .................................................................................................. 6 1-04.2 Coordination ofContract Documents, Plans, Special Provisions'Sons' andAddenda .......................................................................................................... 5 1-04.3 Reference Information ............................................................................................ 5 1-04.4 Changes ................................................................................................................. 5 1-04.4(1)Minor Changes ....................................................................................................... 5 1-05 CONTROL OF WORK .....~.~^~....~_'^..~--...._~..............,......_,~,_',,~..~,.. 5 1-05.3 Working Drawings ................................................................................................... 5 1-05.4 Conformity with and Deviations from Plans and Stakes -------------- 8 1-05.5 Tokeranoeo-----------...------------------------. 6 1-05.8 Inspection of Work and Materials ............................................................................ 6 1-05.10 Guarantees ............................................................................................................. 8 1-05.12 Final Acceptance.................................................................................................... 7 1-05.12(l) Substantial Completion Date (New Section) ................................................ 7 1-05.12(2) Final Inspection and Completion Date (New .................... 7 1-05.12(3) Operational Testing (New .............................................................. 7 1-05.13 Superintendents, Labor, and Equipment ofContractor --------------8 1-05.14 Cooperation vvithOtherContnaoboro------------------------U Grant County MPE System Expansion Contract Documents 553-1860-014 January 2026 160 1-05.16 Water and Power (New Section) ............................................................................. 8 1-05.17 On -Site Traffic Control (New -------------------8 1-05.18 Record Drawing Information (New Section) ................................................. 8 1-05.10 Oral Agreements (New Section) .................................................................. Q 1-05.20 Operation and Maintenance Manuals (New Section) ................................... 9 1-06 CONTROL OF MATERIAL -...............~.........~........~....~......-''-_..-......10 1-08.1 Approval of Materials Prior to Use .......................................................................... 1O 1-08.2 Acceptance of Materials ......................................................................................... 1 1 1-07 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC .................................. 11 1-07.1 Laws tobeObserved ............................................................................................. 11 1-07.2 State Taxes -----------------------------------..1 1 1-07.2(1)Stete Sales Tax -- Rule 171.................................................................................. 12 1-O7.2(2)State Sales Tax -- Rule 17O.................................................................................. 12 1-O7.2CBServices ................................................................................................................. 12 1-07.8 Permits and Licenses ............................................................................................. 13 1-07.7 Load Restrictions ................................................................................................... 13 1-07.9 Wages --------------------------------------.14 1-07. 1 3 Contractor ) s Responsibility for Work -- --- ------------- -----. 14 1-07.15 Temporary Water Pollution Prevention ................................................................... 15 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan .................................... 15 1-07.17 Utilities and Similar Facilities .................................................................................. 15 1-07.18 Public Liability and Property DamageInsurance .................................................... 15 1-07.18(1) General Requirements (New ------------------..15 1-07.18(2) Additional Insured (New Section) ............................................................... 18 1-07.18(3) Subcontractors (New Section) .................................................................... 17 1-07.18(4) Verification of Coverage(New Section) ...................................................... 17 1-07.18(5) Coverages and Urnito (New ------------------..18 1-07.18(5)A Commercial General Liability (New Section) ---------------.18 1-07.18(5)B Automobile Liability (New Section) --------------------.18 1-07.18(5)C Workers' Compensation -------------------------..19 1-07.29 Health and Safety Plan (New ------------------.1Q 1-07.30 Agreed Order (New Section) ...................................................................... 2O Grant County MpESystem Expansion Contract Documents 553-1860-0/4 January __Table of Contents - 1G1 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters (New Section).........................................................................20 1-08.0(1) Preconstruction Conference...................................................................................20 1-08.0(2) Hours of Work........................................................................................................20 1-08.0(3) Pre -Work Requirements........................................................................................21 1-08.0(4) Landfill Coordination..............................................................................................21 1-08.0(5) Weekly Construction Meetings...............................................................................21 1-08.1 Subcontracting.......................................................................................................22 1-08.1(9) Submittal of Executed Subcontracts......................................................................22 1-08.3 Progress Schedule................................................................................................22 1-08.4 Prosecution of Work...............................................................................................22 1-08.9 Liquidated Damages..............................................................................................23 1-09 MEASUREMENT AND PAYMENT.................................■.............................................23 1-09.9 Payments...............................................................................................................23 Grant County MPE System Expansion Contract Documents SP-iii 553-1860-014 January 2026 Table of Contents 162 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank Sp -iv 553-1860-014 January 2026 Table of Contents 163 These Special Provisions are made a part of the Contract Documents and modify, replace, or supplement the WSD®T/APWA Standard Specifications for Road, Bridge, and Municipal Construction (2026). Where a Section, Subsection, or Clause of the Standard Specifications is supplemented, the added language shall be considered part of the requirements of that Section, Subsection, or Clause. Where a Section, Subsection, or Clause of the Standard Specifications is replaced, the language herein shall be considered the requirements of that Section, Subsection, or Clause. Where a Section or Subsection of the Standard Specifications is deleted, no Work shall be required under that Section or Subsection. All other provisions of the Standard Specifications remain in effect. Grant County MPE System Expansion Contract Documents SP-1 553-1860-014 January 2026 Introduction To Special Provisions '164 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank SP-2 553-1860-014 January 2026 Introduction To Special Provisions 165 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995 WSDO T GSP) The Contract provides for the expansion and improvement of the Multi -Phase Extraction (MPE) system at the Ephrata Landfill. The Work includes, but is not limited to, demolition and removal of existing piping, appurtenances, and treatment components; installation of new above -grade PVC and carbon steel piping; wellhead connections for the MPE and Vapor Extraction (VE) systems; installation of new granular activated carbon (GAC) vessels, regenerative blowers, and a heat exchanger; piping and equipment modifications to the Liquid Treatment Train (LTT) and Vapor Treatment Train (VTT) systems; construction of new well and pipe access paths; electrical and controls upgrades; and other Work. 1-01 DEFINITIONS AND TERMS 1-01.2 Abbreviations 1-01.2(1) Associations and Miscellaneous Section 1-01.2(1) is supplemented with the following: GAG Granular Activated Carbon LFG Landfill Gas LTT Liquid Treatment Train MPE Multi -Phase Extraction PDF Portable Document Format VE Vapor Extraction VTT Vapor Treatment Train 1-01.2(2) Items of Work and Units of Measurement Section 1-01.2(2) is supplemented with the following: HDPE High Density Polyethylene mil One Thousandth of an Inch SCFM Standard Cubic Feet per Minute 1-01.3 Definitions Section 1-01.3 is revised as follows: All references to "Department of Transportation," "Washington State Transportation Commission," "Secretary of Transportation," "Secretary,Y) or "State Treasurer" shall be replaced with "Contracting Agency." Grant County MPE System Expansion Contract Documents SP-3 553-1860-014 January 2026 Division I 166 All references to "State" or "state" shall be replaced with "Grant County," unless the reference is to a Washington State agency, statute, or regulation. The following definitions replace those for the same words in Section 1-01.: APWA GSP — American Public Works Association General Special Provisions. Contracting Agency — Grant County Public Works Department. Engineer — Parametrix, Inc., acting as Engineer for the Contracting Agency. Inspector — The Contracting Agency's representative who inspects Contract performance in detail. Notice to Bidders — As provided in the Legal Documents included in the Contract. Owner — Grant County Public Works Department. The following definitions are added: Beneficial Occupancy Date — The date on which the LTT, VTT, and field piping become available for the Contracting Agency to use. Notice to Proceed Date —the date on which the Contract time begins, which is April 24, 2026. Working Day — weekday, other than observed Washington State holidays. 1-02 BID PROCEDURES AND CONDITIONS Replace this section, including all subsections, with the following: Bid procedures and conditions shall be as provided in the Legal Documents (Notice to Bidders, Instructions to Bidders, Proposal, and Contract). 1-03 AWARD AND EXECUTION OF CONTRACT Section 1-03 shall apply as modified below. Award and execution of the Contract shall be in accordance with the Legal Documents (Notice to Bidders, Instructions to Bidders, Proposal, and Contract). Where the Legal Documents differ from Section 1-03, the Legal Documents shall govern. All provisions of Section 1-03 and the applicable APWA GSPs that do not conflict with the Legal Documents remain in effect. Grant County 553-1860-014 MPE System Expansion SP-4 January 2026 Contract Documents Division 1 167 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (December 30, 2022 APWA GSP) This section shall apply as modified by the referenced APWA GSP. 1-04.3 Reference Information Section 1-04.3 is supplemented as follows: Electronic files (such as AutoCAD DWG files) provided by the Engineer are for Reference Information only. Such files are not Contract Documents. The Contractor is responsible for verifying dimensions and conditions in the field and relying on the signed Contract Plans. 1-04.4 Changes (January 19, 2022 APWA GSP) The first two sentences of the last paragraph of Section 1-04.4 are deleted. 1-04.4(1) Minor Changes Delete the first paragraph and replace it with the following: Payments or credits for changes amounting to $10,000 or less may be authorized as a Minor Change in accordance with this Section. Minor Changes are work adjustments within the scope of the Contract that do not alter the intent of the design or affect Contract time. When approved by the Contracting Agency, payment for Minor Changes will be made on an agreed - price or force -account basis as provided in Section 1-09.6. No separate bid item for Minor Changes will be included in the Proposal. 1-06 CONTROL OF WORK 1-05.3 Working Drawings Section 1-05.3 shall apply, supplemented as follows: • Shop Drawings, whether capitalized or not in these Special Provisions, are Working Drawings. • Unless otherwise specified, Working Drawings shall be Type 3 Working Drawings, or where engineering is required, Type 3E Working Drawings. • The Contractor shall submit a submittal register by May 8, 2026. • Submittals shall be transmitted electronically in PDF format unless otherwise requested. Grant County MPE System Expansion Contract Documents SP-5 553-1860-014 January 2026 Division I 168 1-05.4 Conformity with and Deviations from Plans and Stakes Section 1-05.4 is replaced with the following: The Contracting Agency will provide two horizontal control points and one vertical benchmark. The Contractor is responsible for all other layout required for the Work. The Contractor shall install process piping to maintain the minimum slopes shown on the Drawings. The only low spots in the piping are to be where shown in the Drawings. Flat spots are not permitted. Minor field adjustments in alignment and elevation are allowed to achieve the above, provided that clearances, access, and supports are maintained. Any adjustment exceeding the tolerances in Section 1-05.5 requires the Engineer's concurrence. 1-05.5 Tolerances Section 1-05.5 shall apply as modified by the project -specific tolerances in these Special Provisions. Replace the supplemental tolerances with the following: 1. Above -Grade Pipe Routing: ±2 inches in plan, provided required access/clearances/supports are maintained. 2. Pipe Elevation (at supports/anchors): ±0.5 inch. 3. Pipe Slope (where shown): Maintain the specified minimum slope. Reverse or flat sections are not allowed. Local slope variation is acceptable if the minimum slope is met and no low spots/sags occur. 4. Equipment Pads/Base Elevations: ±0.05 foot. Anchor bolts: ±1/8 inch plan; ±1/4 inch vertical. 5. Pipe Supports/Brackets: Plan ±2 inches; support elevation ±0.5 inch (±0.25 inch if relied upon for drainage). 6. Instrumentation Mounts: ±6 inches unless manufacturer requires tighter. 1-05.6 Inspection of Work and Materials Section 1-05.6 is modified as follows: All instances of "Engineer" shall be revised to read "Contracting Agency or Engineer." 1-05.10 Guarantees Section 1-05.10 shall apply, supplemented as follows: The Contractor shall provide all warranties expressly required in the Contract Documents. Grant County 553-1860-014 MPE System Expansion SP-6 January 2026 Contract Documents Division 1 169 Additionally, if within one year after the date of Final Acceptance of the Work by the Contracting Agency, defective or unauthorized Work is discovered, the Contractor shall promptly, upon written request by the Contracting Agency, either correct such Work, or if such Work has been rejected, remove it from the project site and replace it with nondefective Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written request to correct defective or unauthorized Work, or if an emergency exists, the Contracting Agency may correct, remove, and replace such Work pursuant to Section 1-05.7. The Contractor agrees the above one-year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040. 1-05.12 Final Acceptance Section 1-05.12 shall apply, supplemented as follows: 1-05.12(1) Substantial Completion Date (New Section) When the Contractor considers the Work substantially complete, the Contractor shall notify the Engineer in writing and request establishment of a Substantial Completion Date. The Engineer will inspect the Work with the Contractor to determine if it is substantially complete and suitable for its intended use. If so, the Engineer will issue written notice establishing the Substantial Completion Date. 1-05.12(2) Final Inspection and Physical Completion Date (New Section) When the Contractor considers the Work physically complete and ready for final inspection, the Contractor shall notify the Engineer in writing. The Engineer will conduct a final inspection with the Contractor. If deficiencies are found, the Engineer will provide a written list. The Contractor shall promptly correct all deficiencies. The Engineer will then issue written notice establishing the Physical Completion Date. 1-05.12(3) Operational Testing (New Section) Where the Work includes equipment or systems that must be demonstrated under operating conditions, operational testing shall be conducted prior to establishing the Substantial Completion Date. Operational testing shall confirm that the systems operate as intended (under field conditions. The Contractor shall provide all labor, materials, utilities, and consumables necessary to perform operational testing. Any deficiencies identified during testing shall be corrected at no additional cost to the Contracting Agency. Grant County 553-1860-014 MPE System Expansion SP-7 January 2026 Contract Documents Division 1 170 1-05.13 Superintendents, Labor, and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation with Other Contractors Section 1-05.14 shall apply, supplemented as follows: The Contractor shall coordinate all work with the Contracting Agency's ongoing landfill operations and with any other work by the Contracting Agency or its representatives within the landfill boundary. The Contractor shall cooperate in scheduling, access, and use of haul roads and working areas to avoid interference with waste disposal, leachate management, or landfill gas system operations. When conflicts arise, the Contracting Agency will determine priority of operations after considering recommendations from the Engineer. 1-05.16 Water and Power (New Section) Section 1-05.16 is supplemented with the following: The Contractor shall make all necessary arrangements and bear all costs for providing temporary water and power required for construction. The Contracting Agency will not furnish water or power for construction purposes unless specifically stated otherwise in the Special Provisions. Limited existing electrical and water connections associated with the treatment systems may be available for use during construction; however, availability is not guaranteed. Any use of existing services shall be subject to approval by the Contracting Agency and shall be coordinated to avoid interference with landfill operations. New sections are added as follows: 1-05.17 On -Site Traffic Control (New Section) The Contractor's construction activities shall be coordinated so that landfill operations are not adversely impacted. Access for the Contractor shall be through the side entrance off of Neva Lake Road on the north end of the site as show on the Plans. The Contractor shall use the landfill's perimeter roads for ingress and egress to the work area and staging area. 1-05.18 Record Drawing Information (New Section) The Contractor shall maintain a set of redline Record Drawings on site showing all deviations from the original Plans, Addenda, and Change Orders. Redlines shall be updated at least weekly and shall be available for review by the Contracting Agency during construction. Grant County MPE System Expansion Contract Documents SP-8 553-1860-014 January 2026 Division 1 171 Prior to the Substantial Completion Date, the Contractor shall submit Record Drawings that include: 1. Final installed locations and elevations of all piping, valves, appurtenances, and major equipment. 2. Field -routed conduit and control wiring deviations. 3. Revisions due to site conditions, RFIs, or approved modifications. 4. Orientation and final location of electrical, SCADA, and instrumentation elements. 5. Any buried utilities or features encountered and incorporated into the Work. Record Drawings shall be submitted as: • One complete set of PDF redlined plans (scanned or digitally annotated). • One complete set of CAD files in DWG format (AutoCAD 2024 or compatible). • A licensed surveyor's certification of Record Drawings if survey -based pay quantities or alignments were required. Record Drawings are a required part of the Work. Final payment for Bid Item 3 — Record Drawings/As-Builts will be made only after acceptable Record Drawings have been submitted and accepted by the Engineer. . 1-05.19 Oral Agreements (New Section) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.20 Operation and Maintenance Manuals (New Section) The Contractor shall prepare and submit Operation and Maintenance (O&M) Manuals for all equipment and systems furnished under this Contract. Each manual shall include manufacturer's data sheets, recommended maintenance procedures and intervals, replacement -parts information, wiring and piping diagrams, and contact information for service and warranty. O&M Manuals shall be submitted to the Engineer for review and acceptance prior to Substantial Completion. Submittals shall be provided in electronic PDF format unless otherwise approved by the Engineer. Grant County 553-1860-014 MPE System Expansion SP-9 January 2026 Contract Documents Division 1 172 No separate payment will be made for Operation and Maintenance Manuals; all costs shall be incidental to the related equipment and system installation bid items. O&M Manuals are a required part of the Work. A portion of Bid Item 1 — Mobilization and Demobilization shall be allocated to O&M Manuals in the Contractor's required lump -sum breakdown. Payment for that portion of Bid Item 1 will not be made until acceptable O&M Manuals have been submitted and accepted by the Engineer. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 shall apply, supplemented as follows: Notification of Sources: Promptly after award of the Contract, the Contractor shall notify the Engineer in writing of the proposed sources of materials, suppliers, fabricators, and installers, including addresses, telephone numbers, and contact names. Approval by the Engineer is required for all sources of materials, suppliers, fabricators, and installers before delivery is started. Submittal Register: The Contractor shall submit a submittal register within ten (10) calendar days after Contract award and no later than the Preconstruction Conference. The register shall list all required submittals for the Contract, with expected submittal dates. Format of Submittals: Submittals shall be transmitted electronically in PDF format unless otherwise requested by the Engineer. Shop drawings, catalog cuts, manufacturer's data, and other documents shall clearly identify the material or equipment proposed. Each submittal shall include references to applicable specification section(s), drawing numbers, and detail references. Engineer's Review Process: The Engineer will review submittals within five (5) Working Days after receipt and return one marked PDF to the Contractor with one of the following notations: "No Exceptions Taken," "Make Corrections Noted," "Revise and Resubmit," "Submit Specified Item," or "Rejected." Work shall not proceed until the submittal is returned marked "No Exceptions Taken" or "Make Corrections Noted." Resubmittals: Resubmittals shall highlight or otherwise clearly indicate all revisions. Work shall not proceed based on an unapproved submittal. Contractor's Responsibility: By submitting, the Contractor represents that the materials or equipment proposed have been checked for compliance with the Contract Documents, that field measurements and related conditions have been verified, and that submittals are coordinated among related trades. Approval of a submittal by the Engineer does not relieve the Contractor of responsibility for errors, deviations, or omissions. Grant County MPE System Expansion Contract Documents SP-10 553-1860-014 January 2026 Division 1 173 Excessive Reviews: Two (2) reviews of each required submittal will be performed at no cost. All subsequent reviews of the same item will be reviewed at the expense of the Contractor unless additional reviews without charge are approved in writing by the Engineer. The Contractor will be billed by the Contracting Agency for all costs incurred in such review, including but not limited to the Engineer's fees. 1-06.2 Acceptance of Materials Delete Section 1-06.2(2). 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on -site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT form 350-075 Recycled Materials Reporting. 1-07 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented with the following: This project site is being managed under Chapter 70A.305 RCW HAZARDOUS WASTE CLEANUP —MODEL TOXICS CONTROL ACT (MTCA) and it's implementing regulation Chapter 173-340 WAC MODEL TOXICS CONTROL ACT CLEANUP REGULATIONS. This project site is a hazardous waste site under OSHA 29 CFR 1910.120. 1-07.2 State Taxes (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. Grant County MPE System Expansion Contract Documents SP-11 553-1860-014 January 2026 Division I 174 The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax —Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax —Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction ,of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). Grant County MPE System Expansion Contract Documents SP-12 553-1860-014 January 2026 Division 1 175 1-07.6 Permits and Licenses Section 1-07.6 is replaced with the following: All work under this Contract is performed under Washington Department of Ecology (Ecology) Agreed Order No. DE 3810, as amended through Amendment No. 3 (July 2024), issued under the Model Toxics Control Act (RCW 70A.305). Procedural permitting is administered by Ecology under the Agreed Order. The Contractor shall comply with all substantive requirements of applicable environmental, health, and safety regulations and the Legal Documents. No separate permits related to the remedial action or cleanup approval are required. The Contractor shall obtain all applicable local and state permits, inspections, and licenses required for construction activities, temporary facilities, and Contractor operations.. 1-07.7 Load Restrictions Section 1-07.7 is supplemented with the following: 5. Landfill Cap The Contractor shall operate construction equipment and store materials on landfill surfaces in a manner that prevents damage or distress to the landfill cap, liner system, leachate collection system, and landfill gas system. Construction equipment shall travel only on existing or approved access roads shown on the Drawings or as designated by the Engineer. The Contractor shall not operate or store equipment on slopes or areas where cover thickness or subgrade stability could be insufficient to support loading without prior evaluation and approval by the Engineer. If areas of exposed or inadequately covered geomembrane are encountered, the Contractor shall immediately halt work in that area and notify the Contracting Agency. Work shall not proceed until the area has been inspected and direction has been provided by the Engineer. Only equipment appropriate for operation on landfill surfaces shall be used. Low -ground - pressure or rubber -tired equipment shall be used where cover soils are thin or soft. Equipment operating on landfill cover shall have a maximum ground -contact pressure of 7 psi or less and a maximum single -axle load of 20,000 pounds, unless otherwise approved by the Engineer. Stockpiling or parking of equipment shall not occur within 10 feet of landfill gas or leachate piping or appurtenances. The Contractor shall comply with all restrictions shown on the Drawings, including equipment type and access limitations. The Contractor shall promptly repair, at no additional cost to the Contracting Agency, any damage to the landfill cap, liner system, or associated systems caused by construction activities, material storage, or equipment operation. Grant County MPE System Expansion Contract Documents SP-13 553-1860-014 January 2026 Division I 176 1-07.9 Wages Section 1-07.9 is supplemented with the following: This Contract is subject to the minimum prevailing wage requirements of RCW 39.12 and RCW 49.28, as amended or supplemented. This project does not require the application of Federal wage laws and rules. The Contractor shall obtain the current Washington State prevailing wage rates directly from the Washington State Department of Labor and Industries. The rates in effect on the bid opening date shall apply unless otherwise required by RCW 39.12. 1-07.13 Contractor's Responsibility for Work Section 1-07.13 is supplemented with the following: The Contractor shall protect all existing groundwater monitoring wells, landfill gas probes, and related infrastructure during construction. Unless shown on the Drawings or specifically approved in writing by the Engineer, the Contractor shall not excavate or place heavy equipment within 5 feet of any existing well or probe. If a monitoring well or probe is damaged or disturbed during construction, the Contractor shall be responsible for all costs of repair or replacement to the satisfaction of the Contracting Agency and regulatory agencies. Replacement of a monitoring well or probe may cost $50,000 or more per well. The Contractor shall protect the existing landfill cap from damage due to construction activities, including equipment operation, stockpiling, and material placement. Damage to the cap, liner system, leachate collection system, or landfill gas system caused by the Contractor shall be repaired at the Contractor's expense. Any visible distress, rutting, settlement, cracking, or other performance impacts to the landfill cap observed by the Engineer during or after construction will be considered damage caused by the Contractor unless the Contractor can demonstrate otherwise. The Multi -Phase Extraction (MPE), Liquid Treatment Train (LTT), and Vapor Treatment Train (VTT) systems will be isolated and de -energized by the Contracting Agency prior to demolition or modification Work. The Contractor shall coordinate all Work affecting these systems with the Engineer. The Contractor shall not reconnect, energize, or place systems into service without written authorization from the Engineer. The Contractor shall capture, contain, and properly dispose of rinse water generated during the cleaning of existing MPE, LTT, and VTT piping and appurtenances. Rinse water that is contaminated with hazardous substances shall be managed in accordance with MICA, WAC 173-303, and applicable permits. The Contractor shall be responsible for all damages and cleanup costs resulting from the release of rinse water or other contaminants outside of approved containment. Grant County MPE System Expansion Contract Documents SP-14 553-1860-014 January 2026 Division 1 177 The Contractor shall be responsible for all damages resulting from failure to properly protect existing wells, probes, the landfill cap, or systems as described above. 1-07.15 Temporary Water Pollution Prevention 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan Section 1-07.15(1) is supplemented with the following: The SPCC Plan shall also include project -specific requirements: Measures to prevent the release or spread of any hazardous materials encountered during construction, including residuals in existing MPE, LTT, and VTT piping and appurtenances that are rinsed or removed under this Contract. Procedures for the collection, containment, and disposal of contaminated rinse water and other hazardous substances, in accordance with WAC 173-303 (Dangerous Waste Regulations), WAC 173-351 (Solid Waste Handling Standards), and applicable facility permits. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: The utilities in Grant County work together in a Council to help prevent accidents and damage to underground facilities. One telephone call to 1-800-424-5555, made at least 48 hours prior to digging (excluding weekends and holidays), will relay a message to these utilities, as necessary. These agencies will give assistance in the location of the various utilities, but such assistance shall not relieve the Contractor from the responsibility for any damage incurred, except where the installations are not located as closely as is normally possible with an electronic pipe locator or meet the additional exception criteria listed in RCW 19.122. 1-07.18 Public Liability and Property Damage Insurance Delete this section 1-07.18 in its entirety, and replace with the following: 1-07.18(1) General Requirements (New Section) A. The Contractor shall procure and maintain the insurance described in all subsections of Section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: V11 and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. Grant County MPE System Expansion Contract Documents SP-15 553-1860-014 January 2026 Division I 178 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self -insured pool coverage. Any insurance, self-insurance, or self -insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin Work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. I. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. J. No additional Builder's Risk or Contractor's Pollution Liability (CPQ insurance is required for this Project. The Work does not include construction of buildings or other structures requiring Builder's Risk coverage and contaminated -media handling and system modifications are performed under Ecology Agreed Order No. DE 3810. The insurance requirements specified elsewhere in this section are sufficient for the scope of Work. 1-07.18(2) Additional Insured (New Section) All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: Grant County 553-1860-014 MPE System Expansion SP-16 January 2026 Contract Documents Division 1 179 • the Contracting Agency and its officers, employees, and agents. • Parametrix, Inc. The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) Subcontractors (New Section) The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor -provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1 07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 1-07.18(4) verification of Coverage (New Section) The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the Work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. Grant County 553-1860-014 MPE System Expansion SP-17 January 2026 Contract Documents Division 1 :1 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the Work. 1-07.18(5) Coverages and Limits (New Section) The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. All deductibles and self -insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self -insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self -insured retention, said deductibles or self -insured retention shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability (New Section) Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products -completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: • $110001000 Each Occurrence • $270007000 General Aggregate • $270007000 Products & Completed Operations Aggregate • $1,0007000 Personal & Advertising Injury each offence • $17000,000 Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability (New Section) Automobile Liability shall cover owned, non -owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the Work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Grant County MPE System Expansion Contract Documents SP-18 553-1860-014 January 2026 Division 1 181 Such policy must provide the following minimum limit: • $110007000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. New sections are added as follows: 1-07.29 Health and Safety Plan (New Section) The Contractor shall prepare and implement a project -specific Health and Safety Plan (HASP) covering all work performed under this Contract. The HASP shall comply with OSHA 29 CFR 1910.120 (HAZWOPER), WISHA requirements, and other applicable laws and regulations. The Contractor shall be solely responsible for the safety and health of its employees and subcontractors. Site Conditions Work will occur inside the Grant County Ephrata Landfill, an MTCA cleanup site. Hazards may include, but are not limited to: • Methane and other landfill gases (explosive or asphyxiating). • Volatile organic compounds (VOCs). • Landfill leachate and condensate. • Unstable landfill surfaces and settlement. • Confined spaces within tanks, vaults, and piping. • Interaction with active landfill operations, equipment traffic, dust, and noise. The Contractor shall review available safety and hazard information provided by the Contracting Agency and shall incorporate such information into the HASP. HASP Submittal Requirements Within 10 Working Days after Award of the Contract, the Contractor shall submit the HASP and worker safety training certificates to the Contracting Agency for transmittal to Ecology for review and comment as required under WAC 173-430-810(2). Work Restrictions No physical construction Work may begin until: 1. Ecology has reviewed and commented on the Contractor's HASP as provided in Chapter 173-340-810 Washington Administrative Code. 2. The Engineer has acknowledged receipt of the HASP. Grant County 553-1860-014 MPE System Expansion SP-19 January 2026 Contract Documents Division I 182 1-07.30 Agreed Order (New Section) This project is being performed under Agreed Order DE 3810 Amendment No. 3 between Grant County and Ecology. The Agreed Order and Amendment are provided in Appendix A as Reference Information. 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters (New Section) 1-08.0(1) Preconstruction Conference Within 10 Working Days after execution of the Contract, the Engineer will schedule a Preconstruction Conference. The Contractor shall attend the conference with key personnel, including the Superintendent, Site Safety Officer, and major subcontractors. At the conference, the Contractor shall provide or present: 1. Preliminary Progress Schedule (per Section 1-08.3). 2. Submittal Register (per Section 1-06. 1). 3. List of subcontractors and suppliers. 4. Draft Site Health and Safety Plan (HASP) (per Section 1-07.29). 5. Draft Spill Prevention, Control, and Countermeasure Plan (SPCCP) (per Section 1-07.15). 6. Confined Space Entry procedures, if applicable. 7. Coordination plan for utility locates and protection of existing wells, probes, and utilities. 8. Proposed work hours and sequencing of major activities. No Work shall begin until the Preconstruction Conference has been held and the HASP has been acknowledged and SPCCP accepted by the Engineer. 1-08.0(2) Hours of Work The Contractor's normal working hours shall coincide with the landfill's hours of operation, as established by Grant County. Work outside these hours requires written approval from the Engineer at least 3 Working Days in advance. Additional requirements: • Contractor access shall be only through the designated landfill gate and perimeter access roads. • Contractor shall not enter or interfere with the active landfill fill area. Grant County MPE System Expansion Contract Documents SP-20 553-1860-014 January 2026 Division I 183 • Coordination with landfill operations staff is required for deliveries, heavy equipment moves, and staging. • The Engineer may restrict or reschedule Contractor operations that conflict with landfill activities. • Weekend or after-hours work may be required to avoid interference with landfill operations, if approved by the Engineer and landfill staff. 1-08.0(3) Pre -Work Requirements Before any on -site Work may begin, the following must be completed: • Acceptance by the Engineer of the SPCCP (Section 1-07.15). • Approval of access routes, staging areas and laydown area limits as staked in the field, by the Engineer and landfill operations staff. • Completion of utility locates and protection measures for monitoring wells, landfill gas probes, and underground utilities. 1-08.0(4) Landfill Coordination The Contractor shall coordinate all activities with landfill staff and operations. Requirements include: • Daily check -in with landfill operations staff prior to starting Work. • Compliance with landfill traffic rules, security procedures, and access restrictions. • Scheduling of Work to avoid interference with landfill operations. • Immediate notification to the Engineer and landfill staff of any safety incidents, utility hits, or unexpected conditions. 1-08.0(6) Weekly Construction Meetings The Contractor shall attend weekly construction meetings with the Engineer and landfill staff for the duration of the project. Meetings will address: • Progress on current Work. • Three-week lookahead schedule. • Submittals and outstanding approvals. • Coordination with landfill operations. • Safety issues and implementation of the HASP and SPCCP. The Engineer will prepare and distribute minutes of each meeting. The Contractor's Superintendent and Site Safety Officer shall attend; major subcontractors shall attend when requested by the Engineer. Grant County MPE System Expansion Contract Documents SP-21 553-1860-014 January 2026 Division I 184 1-08.1 Subcontracting 1-08.1(9) Submittal of Executed Subcontracts (April 22, 2025 APWA GSP Option 8) This section shall apply as provided in the referenced APWA GSPs. 1-08.3 Progress Schedule Section 1-08.3 is supplemented with the following: The Contractor shall submit a Preliminary Progress Schedule at or before the Preconstruction Conference. This preliminary schedule may be limited to only those activities occurring within the first 60 Working Days of the project. The Contractor shall submit a full construction schedule covering the entire project no later than the Preconstruction Conference. The Progress Schedule shall summarize planned construction activities, show sequential interrelationships, milestones, durations, and completion dates, and shall identify the critical path for the project regardless of format used. 1-08.4 Prosecution of Work Delete Section 1-08.4 and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work The Contractor shall commence the Work on or after April 24, 2026, but not later than May 4, 2026, and shall diligently prosecute the Work to completion. The Contractor may be allowed to begin construction activities before April 24, 2026, by requesting such an earlier start date from the Contracting Agency at least 7 days prior. Contract time will start on April 24, 2026, regardless of any early start date. The Contracting Agency reserves the right to deny such a requested early start date. The first order of Work shall be the establishment of all required project boundary controls, including construction fencing, security, and safety measures, as shown in the Plans and specified in the Contract. The MPE, LTT, and VTT systems shall be shut down and isolated for the duration of construction. The Contractor is not responsible for maintaining system operation during the Work. Prior to any demolition or modification, the Contractor shall coordinate with the Contracting Agency and Engineer to verify isolation and shall not restart or reactivate any portion of the system until authorized by the Engineer. Grant County MPE System Expansion Contract Documents SP-22 553-1860-014 January 2026 Division 1 TECHNICAL SPECIFICATIONS 186 DIVISON 01 GENERAL REQUIREMENTS 187 SECTION 01 20 00 MEASUREMENT AND PAYMENT PART 1 — GENERAL 1.01 SUMMARY A. This section covers the method of measuring completed work for payments to the Contractor for the bid items shown in this specification. Measurement and Payment shall be as described under each bid item described herein. B. No payment will be made for work and materials that are not in compliance with the Contract Documents. 1.02 PROGRESS PAYMENTS A. Progress payments shall be in accordance with the WSDOT Standard Specifications and Division 1 of the Special Provisions. 1.03 SCHEDULE OF VALUES A. The Contractor shall prepare and submit a detailed Schedule of Values for all lump sum bid items. B. The Schedule of Values shall assign a fair and reasonable cost breakdown to major components of each lump sum item (e.g., equipment, piping, concrete pads, electrical, testing, startup). C. The Schedule shall be submitted within 14 calendar days of the Notice to Proceed, and shall be used to support progress payment applications. D. The Schedule of Values shall comply with the WSDOT Standard Specifications, Section 1-08.1, and any additional requirements specified in Division 1, "Special Conditions." E. No progress payment shall be made for any lump sum item until the Schedule of Values for that item is reviewed and accepted by the Engineer. PART 2 —PRODUCTS (NOT USED) PART 3 — EXECUTION 3.01 BID ITEM 1 —MOBILIZATION AND DEMOBILIZATION (LS) A. Measurement: By lump sum. B. Payment: Includes all costs of project start-up and close-out, including but not limited to administrative preparation, permits, insurance, bonding, submittals, temporary facilities, Grant County 553-1860-014 MPE System Expansion 01 20 00-1 January 2026 Contract Documents Measurement and Payment 188 mobilization of personnel and equipment, and final demobilization and cleanup. Payment shall be made in accordance with WSDOT 2-01.10. C. Lump Sum Breakdown: The Contractor shall provide alump-sum breakdown for this bid item in accordance with WSDOT 1-09.5. The breakdown shall include a separate line item for Operation and Maintenance (O&M) Manuals. D. Payment Condition: Payment for the O&M Manuals component of Bid Item 1 will not be made until acceptable O&M Manuals have been submitted and accepted by the Engineer. 3.02 BID ITEM 2 —SURVEYING AND STAKING (LS) A. Measurement: By lump sum. B. Payment: Includes all preconstruction and layout surveying, grade checking, utility locating, and staking required for horizontal and vertical control. C. Work shall comply with Section 1-05.1 of the WSDOT Standard Specifications. All additional layout and staking necessary for construction shall be the responsibility of the Contractor. 3.03 BID ITEM 3 —RECORD DRAWINGS/AS-BUILTS (LS) A. Measurement: By lump sum. B. Payment: Includes maintaining current redline Record Drawings throughout construction and preparing and submitting final electronic as -built Record Drawings in accordance with Section 1-05.18 (Record Drawing Information). Record Drawings shall reflect all field revisions, approved changes, and installed conditions. C. Payment shall be made when the final Record Drawings are accepted by the Engineer. 3.04 BID ITEM 4 —SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN (LS) A. Measurement: By lump sum. B. Payment: Includes development of Spill Prevention, Control, and Countermeasure (SPCC) Plan and provision of spill response materials on -site. Per WSDOT 1-07.15. 3.05 BID ITEM 5 —CRUSHED SURFACE BASE COURSE (CSBC) (TON) A. Measurement: By ton placed and accepted. B. Payment: Includes furnishing, placing, and compacting crushed surfacing base course (CSBC) per WSDOT Section 4-04 and as detailed in the drawings. Progress payments will be made in accordance with the submitted and approved Schedule of Values. 3.06 BID ITEM 6 —TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) (LS) A. Measurement: By lump sum. Grant County MPE System Expansion Contract Documents 01 20 00-2 553-1860-014 January 2026 Measurement and Payment 189 B. Payment: Includes furnishing, installing, maintaining, and removing all temporary erosion and sediment control measures in accordance with Section 8-01 of the WSDOT Standard Specifications. 3.07 BID ITEM 7 — DEMOLITION AND REMOVAL (LS) A. Measurement: By lump sum. B. Payment: Includes demolition, removal, and lawful disposal of piping, valves, abandoned equipment, fencing, and other minor items shown or required to complete the Work: 1. Payment also includes protection of existing structures, utilities, and systems to remain, as well as restoration of affected areas. 2. All work and disposal shall comply with applicable regulations. C. Execution: Work shall comply with the demolition and removal notes, shown on the Drawings and with WSDOT Section 1-04.11, "Final Cleanup." 3.08 BID ITEM 8 — CONCRETE SLAB FOR EQUIPMENT (LS) A. Measurement: By lump sum. B. Payment: Includes all excavation, subgrade preparation, formwork, reinforcement, concrete placement, finishing, curing, and embedded items required to construct equipment pads. C. Work shall conform to Section 03 30 01, "Cast -in -Place Concrete," and associated structural drawings. 3.09 . BID ITEM 9 — CARBON STEEL SAMPLE TAP (EA) X Measurement: By each sample tap installed and accepted. B. Payment: Includes furnishing, installing, and testing carbon steel sampling taps with thread-o-let, threaded nipples, ball valve, compression fittings, PE tubing, and other required fittings to provide a fully operable sample tap. C. Work shall comply with Section 22 13 16, "Pipe and Fittings," and Contract Drawings. 3.10 BID ITEM 10 —WELL DISCHARGE - 1-1/411 SCH 80 PVC (LF) A. Measurement: By linear foot of pipe installed and accepted. B. Payment: Includes furnishing and installing 1-1/4" SCH 80 PVC for well discharge, including installation, labor, fittings, expansion joints, flushing, and testing. C. This item includes yard piping only. Short runs of pipe and fittings shown within the wellhead assembly details (e.g., risers, elbows, and stub -outs) are included in Bid Item 27 and shall not be measured under this item. Grant County 553-1860-014 MPE System Expansion 01 20 00-3 January 2026 Contract Documents Measurement and Payment 190 D. Work shall comply with Section 22 13 16, "Pipe and Fittings," and Contract Drawings. 3.11 BID ITEM 11 — COMPRESSED AIR—1-1/2" SCH 40 CS (LF) A. Measurement: By linear foot of pipe installed and accepted. B. Payment: Includes furnishing and installing 1-1 /2" Sch. 40 carbon steel pipe for compressed air service,'including installation, labor, fittings, expansion joints, flushing, and testing. C. This item includes yard piping only. Short runs of pipe and fittings shown within the wellhead assembly details (e.g., risers, elbows, and stub -outs) are included in Bid Item 27 and shall not be measured under this item. D. Work shall comply with Section 22 13 16, "Pipe and Fittings," and Contract Drawings. 3.12 BID ITEM 12 — VACUUM - 6" SCH 80 PVC (LF) A. Measurement: By linear foot of pipe installed and accepted. B. Payment: Includes furnishing and installing 6" SCH 80 PVC for vacuum line, including installation, labor, fittings, expansion joints, flushing, and testing. C. This item includes yard piping only. Short runs of pipe and fittings shown within the wellhead assembly details (e.g., risers, elbows, and stub -outs) are included in Bid Item 27 and shall not be measured under this item. D. Work shall comply with Section 22 13 16, "Pipe and Fittings," and Contract Drawings. 3.13 BID ITEM 13 — GAC VESSEL PIPING (LS) A. Measurement: By lump sum. B. Payment: Includes all installation, labor, piping, valves, fittings, welding, vent screen, and supports associated with connecting the activated carbon vessels to the LTT container process system as well as exhaust piping to atmosphere. C. This item does not include the carbon steel sample taps or the activated carbon vessels. D. Work shall be coordinated with Section 22 13 16, Section 22 13 19, and Section 23 42 137 "Activated Carbon Filtration," and Contract Drawings. 3.14 BID ITEM 14 — CLEANOUTS OR DRAINAGE TAP (EA) A. Measurement: By each. B. Payment: Includes furnishing, installing, and testing PVC and CS cleanouts as defined by the mechanical details with tee, nipples, union, ball valve, camlock fitting, and additional required fittings to provide a fully operable drainage tap. Grant County MPE System Expansion Contract Documents 01 20 00-4 553-1860-014 January 2026 Measurement and Payment 191 C. Work shall comply with Section 22 13 16, "Pipe and Fittings," and coordinate with civil drawings and any other applicable. 3.15 BID ITEM 15 — LTT INTERIOR PIPING MODIFICATIONS (LS) A. Measurement: By lump sum. B. Payment: Includes all piping modifications and rerouting of all piping in the LTT container and the interconnected system piping between the LTT and VTT container. This pay item includes all piping modifications, new piping, installation, labor, valves, supports, flexible connections, piping penetrations, system tie-ins, flushing, testing, and anchors within the LTT container including anti -siphon valve. C. This pay item does not include the heat exchanger, regenerative blower, or demolition. D. Work shall comply with Sections 22 13 167 22 13 197 22 33 46, and associated Drawings. 3.16 BID ITEM 16 — VTT INTERIOR PIPING MODIFICATIONS (LS) A. Measurement: By lump sum. B. Payment: Includes all interior piping modifications within the VTT container, including all piping modifications, new piping, installation, labor, valves, supports, flexible connections, piping penetrations, system tie-ins, flushing, testing, and anchors within the VTT system. C. This pay item does not include the heat exchanger, regenerative blower, or demolition. D. Work shall comply with Sections 22 13 167 22 13 197 22 33 46, and Drawings. 3.17 BID ITEM 17 —PVC SAMPLE TAP (EA) A. Measurement: By each sample tap installed and accepted. B. Payment: Includes furnishing, installing, labor, and testing above -grade or interior PVC sample taps with PVC tee, bushing, ball valve, PE tubing, and other required fittings to provide a fully operable sample tap. C. Work shall comply with Section 22 13 19, "Valves and Operators," and Contract Drawings. 3.18 BID ITEM 18 —AIR AND VACUUM RELIEF VALVE (EA) A. Measurement: By each. B. Payment: Includes furnishing and installing combination air and vacuum relief valves with isolation valve, supports, and discharge piping. C. Work shall comply with Section 22 13 19, "Valves and Operators," and associated Drawings. 3.19 BID ITEM 19 —PIPE ANCHORS WITH CONCRETE FOOTING (EA) A. Measurement: By each anchor installed and accepted. Grant County 553-1860-014 MPE System Expansion 01 20 00-5 January 2026 Contract Documents Measurement and Payment 192 B. Payment: Includes furnishing and installing rigid pipe anchors with cast -in -place concrete footings, concrete anchor bolts, galvanized Unistrut, pipe strap and mounting hardware. C. Work shall comply with Section 22 33 46, "Pipe Hangers and Supports," and WSDOT 6-01 (for concrete embedment). 3.20 BID ITEM 20 —PIPE GUIDES (EA) A. Measurement: By each guide installed and accepted. B. Payment: Includes furnishing and installing rigid pipe anchors with cast -in -place concrete footings, concrete anchor bolts, pipe strap and mounting hardware. C. Work shall comply with Section 22 33 46, "Pipe Hangers and Supports, and WSDOT 6-01 (for concrete embedment). 3.21 BID ITEM 21 -PIPE SUPPORTS (EA) A. Measurement: By each support installed and accepted. B. Payment: Includes furnishing and installing pre -cast concrete blocks, galvanized post base, galvanized pipe support uprights, galvanized pipe support channels, galvanized 90 degree angle fittings, galvanized pipe straps, and required mountings hardware. C. Work shall comply with Section 22 33 46, "Pipe Hangers and Supports," and coordinated with drawings. 3.22 BID ITEM 22 —ACTIVATED CARBON VESSELS (LS) A. Measurement: By lump sum. B. Payment: Includes furnishing and installing, labor, and testing of all activated carbon vessels including delivery, anchoring, testing, commissioning, labeling, coating, and interior lining if applicable. Includes all labor, delivery, and material costs for an initial carbon fill per the specification. C. Work shall comply with Section 23 42 13, "Activated Carbon Filtration." 3.23 BID ITEM 23 —KNOCKOUT TANK (LS) A. Measurement: By lump sum. B. Payment: Includes furnishing and installing, labor, and testing of the knockout tank including delivery, anchoring, testing, commissioning, labeling, coating, and interior coating. Also includes integration of existing instrumentation for the knockout tank. C. Work shall comply with Section 23 42 14, "Knockout Tank." 3.24 BID ITEM 24 —HEAT EXCHANGER (LS) A. Measurement: By lump sum. Grant County MPE System Expansion Contract Documents 01 20 00-6 553-1860-014 January 2026 Measurement and Payment 193 B. Payment: Includes furnishing, placing, anchoring, connecting, startup and commissioning of the heat exchanger as specified. Includes lifting, placement on concrete pad, vibration isolation, control integration, and testing. furnishing and installing all piping, fittings, valves, and supports associated with connecting the heat exchanger to the system, as shown on the mechanical drawings. C. Work shall comply with Section 22 13 16, "Pipe and Fittings," 22 13 19, "Valves and Operators," and coordinate with Section 23 57 00, "Heat Exchanger," and Contract Drawings. 3.25 BID ITEM 25 — ELECTRICAL (LS) A. Measurement: By lump sum. B. Payment: Includes furnishing and installing of all raceways, wiring, terminations, panel connections, conduit supports, grounding, motor starter, variable frequency drive (VFD), VFD line reactor, switches, and all equipment and materials shown and specified in the Contract Documents or as required for a complete and operable system. C. Work shall comply with Section 26 05 CIO, "Common Work Results for Electrical," and coordinate with other discipline's Specifications and Drawing as required. 3.26 BID ITEM 26 — UTILIDOR SYSTEM (LF) A. Measurement: By linear foot of completed utilidor system. B. Payment: Includes trenching, pre -fabricated or field -built conduit system, pipe racks, insulation (if shown), backfill, and restoration. C. Work shall comply with Section 33 05 231 "Pre -Fabricated Utility Conduit System (Utilidor)," and WSDOT 7-08 and 4-04 for trenching and bedding. 3.27 BID ITEM 27 —MULTI-PHASE EXTRACTION WELL ASSEMBLIES (EA) A. Measurement: By each MPE well installed and accepted. B. Payment: Includes all work necessary to furnish and install complete MPE wells per Section 33 24 10, including riser, valves, sample taps, filter/regulator, PI, hose, anchors, and testing. C. Payment includes all short piping, valves, flexible hose, and fittings shown in the wellhead detail, including any short discharge, vacuum, or air connections from the wellhead to the adjacent yard piping. D. References: 22 13 16, 22 13 19, 22 33 467 33 24 107 40 70 00 and associated Drawings. 3.28 BID ITEM 28 —VAPOR EXTRACTION WELL ASSEMBLIES (EA) A. Measurement: By each VE well installed and accepted. B. Payment: Includes riser, valves, flexible hose, anchors, pressure and flow instrumentation, and connection to vacuum piping per Section 33 24 10. Grant County 553-1860-014 MPE System Expansion 01 20 00-7 January 2026 Contract Documents Measurement and Payment 194 C. Payment includes all short piping, valves, flexible hose, and fittings shown in the wellhead detail, including any short discharge, vacuum, or air connections from the wellhead to the adjacent yard piping. D. References: 22 13 161 22 13 191 22 33 461 33 24 107 40 70 00 and associated Drawings. 3.29 BID ITEM 29 —OBSERVATION WELL ASSEMBLIES (EA) A. Measurement: By each observation well installed and accepted. B. Payment: Includes riser, pressure indicator, compression fitting, sealing, mounting, and restoration per Section 33 24 10, with testing and startup. C. Payment includes all short piping, valves, flexible hose, and fittings shown in the wellhead detail, including any short discharge, vacuum, or air connections from the wellhead to the adjacent yard piping. D. References: 33 24 101 40 70 00, and associated Drawings. 3.30 BID ITEM 30 —PROCESS CONTROLS (LS) A. Measurement: By lump sum. B. Payment: Includes furnishing and installing OITs, Instrumentation, instrumentation wiring, testing, labeling, and loop verification for the entire system as outlined in the Contract Documents and as required for a complete and operable system. C. Work shall comply with Section 40 70 00, "Instrumentation for Process Systems," and coordinate with other discipline's Specifications and Drawing as required. 3.31 BID ITEM 31 —REGENERATIVE BLOWER (LS) A. Measurement: By lump sum. B. Payment: Includes furnishing, placing, anchoring, connecting, startup and commissioning of the regenerative blower as specified. Includes delivery, lifting, placement on concrete pad, vibration isolation, control integration, and testing. C. Work shall comply with Section 43 11 43, "Vacuum Pump," and associated electrical drawings. Grant County MPE System Expansion Contract Documents END OF SECTION 01 20 00-8 553-1860-014 January 2026 Measurement and Payment 195 DIVISON 03 CONCRETE 196 SECTION 03 15 19 ANCHORS, INSERTS, AND EMBEDDED PRODUCTS PART 1 — GENERAL 1.01 SUMMARY A. This section specifies the materials and installation requirements for metal embedment into concrete or grouted masonry. B. Items Included: 1. Cast -in -place anchor bolts (anchor rods). 2. Manufactured cast -in -place inserts for suspended piping or electrical items. 3. Inserts for structural attachments. 4. Collars or sleeves for pipe penetrations. 5. Post -installed anchors. 1.02 SUBMITTALS A. Shop drawings for all anchors, inserts, and embedded products (wall castings, pipes with seep rings, and special castings or fabrications). B. Manufacturer's Data: Submit complete data for fasteners including materials, dimensions, resins, colors, and other information. C. Current ICBO Evaluation Reports for all expansion and adhesive anchors. PART 2 — PRODUCTS 2.01 MATERIALS A. Gast -in -place Anchor Bolts: ASTM F1554, Grade 36, hot dip galvanized steel unless otherwise noted. Configuration shall be as shown or noted on the Drawings. B. Expansion (Wedge) Anchors: ICBO approved for use in cracked and uncracked concrete for all anchors used for wind or seismic anchorage applications. 1. All anchors to be Stainless Steel complying with the following: a. Stud: Stainless steel bar conforming to ASTM A276 with chemical composition of AISI Type 316. b. Wedge: Manufactured from AISI Type 316 stainless steel. c. Nut: Stainless steel conforming to ASTM F594 with chemical composition of AISI Type 316 and meeting dimensional requirements of ANSI B18.2.2. d. Washer: AISI Type 316 stainless steel conforming to ASTM A240. Grant County 553-1360-014 MPE System Expansion 03 15 19-1 January 2026 Contract Documents Anchors, Inserts, and Embedded Products 197 2. Products: a. Hilti, Kwik-Bolt TZ2 SS 316. b. DeWalt, Power -Stud + SD6. c. Simpson Strong Tie, Strong -Bolt 2, Type 316 stainless steel. d. Other manufacturers upon approval of Engineer. C. Adhesive Anchors: 1. Anchor rod material shall conform to ASTM A316 stainless steel. 2. Products: a. Hilti, HIT -RE 50043. b. Dewalt, PE1000+. c. Simpson Strong -Tie, SET-3G. d. Other manufacturers upon approval of Engineer. D. Stainless Steel Plates and Shapes: Conform to AISI Type 316 unless otherwise noted. PART 3 — EXECUTION 3.01 INSTALLATION A. Coordinate the location and placement of all items to be embedded in concrete. B. Coat any embedded aluminum with asphalt paint. C. Adhesive and expansion anchors to be installed in holes drilled with carbide tipped drill bits. Anchors shall be installed per manufacturer's recommendations. Insert and tighten bolts in accordance with manufacturer's installation instructions. In case of interference with reinforcing bars or steel objects, notify the Engineer. A. Set accurately and hold in position all embedded products during placement until the concrete is set. 3.03 INSPECTION A. Anchors shall be inspected by Special Inspector as required by the Inspection Requirements described in the Structural General Notes contained on the Drawings or as required by the Building Official. END OF SECTION Grant County 553-1860-014 MPE System Expansion 03 15 19-2 January 2026 Contract Documents Anchors, Inserts, and Embedded Products 198 SECTION 03 30 01 CAST -IN -PLACE CONCRETE PART 1 — GENERAL 1.01 SUMMARY A. This section specifies cast -in -place reinforced concrete, including embedded material and formwork. B. Contractor shall adhere to all requirements set within this section and the Washington State Department of Transportation (WSDOT) 2025 Standard Specifications Section 6-11.3(4). 1.02 QUALITY ASSURANCE A. Referenced Standards: This section incorporates by reference the latest revision of the following document. It is a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Reference ACI 301 ACI 318 ASTM A615 ASTM C33 ASTM C94 ASTM C150 ASTM E329 1.03 TESTING Title. Specifications for Structural Concrete for Buildings Building Code Requirements for Reinforced Concrete Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement Specification for Concrete Aggregates Specification for Ready -Mixed Concrete Specification for Portland Cement Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction Manual of Standard Practice A. Perform and submit materials testing to demonstrate conformance with the specifications. 1.04 SUBMITTALS A. Submittals to follow the requirements per Section 6-11.3(1) of the WSDOT 2025 Standard Specifications. B. Concrete -Mix Designs. C. Reinforcing Steel. D. Curing Compound. Grant County MPE System Expansion Contract Documents 03 30 01-1 553-1860-014 January 2026 Cast -In -Place Concrete 199 1.05 CONCRETE MIX DESIGNS A. Compressive Strengths: Unless otherwise specified, provide the following as minimum: 1. All Concrete: 4,000 psi. PART 2 — PRODUCTS 2.01 REINFORCEMENT A. Comply with the following as minimums: 1. Bars — ASTM A615, grade 60, unless otherwise shown, using deformed bars for Number 3 and larger. 2. Bending — ACI 318. B. Fabricate reinforcement to the required shapes and dimensions, within fabrication tolerances stated in the CRSL C. Do not use reinforcement having any of the following defects: 1. Bar lengths, depths, or bends exceeding the specified fabricating tolerances. 2. Bends or kinks not indicated on the Drawings or required for this work. 3. Bars with cross-section reduced due to excessive rust or other causes. 2.02 CONCRETE A. Minimum Requirements: 1. Portland Cement: ASTM C150, Type I or 11, low -alkali. 2. Aggregate, General: a. ASTM C33, uniformly graded and clean. b. Do not use aggregate known to cause excessive shrinkage. 3. Aggregate, Coarse: Crushed rock or washed gravel with size between 3/4 inch and 1-1/2 inches. 4. Aggregate, Fine: Natural washed sand of hard and durable particles varying from fine to particles passing a 3/8-inch screen, of which at least 12% shall pass a 50-mesh screen. 5. Water: Clean and potable. Grant County 553-1860-014 MPE System Expansion 03 30 01-2 January 2026 Contract Documents Cast -In -Place Concrete 200 6. Flyash: For the cementitious portion of the concrete mix, up to 20% of the cement content may be flyash or ground granulated blast furnace slag. A higher percentage of flyash can be used if a mix design and plan for form removal is approved by the Owner. 7. Cementitious content (including fly ash or slag) not less than 564 pounds per cubic yard of concrete. 8. Entrained air 5-1/2% plus or minus 1%. 9. Maximum water/cement ratio shall be a maximum of 0.40 to reduce shrinkage cracking. B. Admixtures: 1. Water -reducing admixtures shall conform to ASTM C494, and be used in accordance with the manufacturer's recommendations. 2. No chloride containing admixtures shall be used. C. Concrete Exposure: 1. Per ACI 318-14 Table 19.3.1.1: a. Freezing and Thawing: F1. b. Sulfate: SO. c. In Contact with Water: W0. d. Corrosion Protection of Reinforcement: C1. 2.03 CURING MATERIALS A. Polyethylene Sheeting: 0.004-inch thick. B. Waterproof Paper: Polyethylene -coated, Federal Specification UU-B-790 Type I, Grades A, B, C, Style 4. Define lap control lines clearly by printed markings. C. Membrane Forming Compound: Conform to ASTM C309. 2.04 NON -SHRINK GROUT A. Non -shrink, non-metallic grout. Premixed factory packaged, non -staining, noncorrosive, nongaseous cement grout complying with ASTM C1107. Minimum 28 day compressive strength shall be 6,000 psi. Provide grout specifically recommended by manufacturer for application. Grant County 553-1860-014 MPE System Expansion 03 30 01-3 January 2026 Contract Documents Cast -In -Place Concrete 201 B. Products, subject to compliance with requirements: 1. "Masterflow 928," Master Builders. 2. "Five Star Grout," Five Star Products. 3. Or Approved Equal. 2.05 BONDING AGENT A. Bonding Agent: A multi -component compound, high strength, extended working time, suitable for use on dry or damp surfaces. Provide manufacturer's specific instructions for application. 2.06 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor. PART 3 — EXECUTION 3.01 EXISTING CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 EMBEDDED ITEMS A. Do not embed piping or electrical conduit in structural concrete unless indicated on the Drawings or approved by the Owner. B. Set and secure bolts, inserts, and other required items in the precise locations needed so these items are not displaced. C. Prior to concrete placement, ensure the actual locations of embedded items are noted on the as -built set of drawings. A. Design, erect, support, brace, and maintain formwork to safely support vertical and lateral loads which will be applied until such loads can be supported safely by the concrete structure. B. Construct forms to the exact sizes, shapes, lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, and level and plumb work in the finished structure. Grant County 553-1860-014 MPE System Expansion 03 30 01-4 January 2026 Contract Documents Cast -In -Place Concrete 202 3.04 MIXING CONCRETE A. Transit mix the concrete in accordance with provisions of ASTM C94. B. Do not use concrete that has stood for over 30 minutes after leaving the batch plant, or concrete that is not placed within 90 minutes after water is first introduced into the mix. 3.05 PLACING CONCRETE A. Preparation: 1. Remove foreign matter accumulated in the forms. 2. Rigidly close openings left in the formwork. 3. Wet wood forms sufficiently to tighten up cracks; wet other material sufficiently to maintain workability of the concrete. 4. Use only clean tools. 5. Schedule inspection with Owner 24 hours minimum prior to concrete placement. B. Conveying: 1. Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic. 2. Deposit concrete as nearly as practicable in its final location to avoid separation due to rehandling and flowing. 3. Do not use concrete which becomes non -plastic and unworkable, or does not meet required quality control limits, or has been contaminated by foreign materials. 4. Remove concrete from the work site that does not meet specifications. C. Placing Concrete in Forms: 1. Deposit concrete in horizontal layers not deeper than 24 inches and avoid inclined construction joints. 2. Remove temporary spreaders in forms when concrete has reached the elevation of the spreaders. D. Placing Concrete Slabs: 1. Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 2. Bring slab surfaces to the correct level with a straightedge, and then strike off. Grant County 553-1860-014 MPE System Expansion 03 30 01-5 January 2026 Contract Documents Cast -In -Place Concrete 203 3. Use bulifloats or darbies to smooth the surface, leaving the surface free from bumps and hollows. 4. Do not sprinkle water on the plastic surface. 5. Do not disturb the slab surface prior to start of finishing operations. 3.06 CONSOLIDATION A. Consolidate each layer of concrete while placing by use of internal concrete vibrators and supplemented by hand, spading, rodding, or tamping. B. Do not vibrate forms or reinforcement. C. Do not use vibrators to transport concrete inside the forms. 3.07 JOINTS A. Construction Joints: 1. Construction joints shall be placed as shown on the Drawings. If other joints are found to be required, submit for the Owner's approval of joint design and location prior to start of concrete placement. 3.08 CONCRETE FINISHING A. Unless otherwise indicated, provide the following finishes at the indicated locations. 1. Non -slip broom finish: apply to slabs, walks, stairs, drives, ramps, and similar pedestrian and vehicular areas. 2. Formed surfaces: repair all rock pockets, voids, air bubbles, etc. greater than 1/2 inch in any dimension. 3.09 UNSATISFACTORY CONCRETE A. Any concrete placed which fails to meet or exceed the specified strength requirements as determined from molded cylinders, or cores, or to meet the density or surface requirements, or which has been frozen during placing or curing, shall be removed and replaced with satisfactory materials at the Contractor's expense. B. Method of Determining Unsatisfactory Concrete: Visual appearance characteristic of rain or freeze damage to concrete which is apparent to the Engineer. 3.10 BONDING TO OLD CONCRETE A. Clean existing concrete surfaces by using wet sandblast or high pressure water jet to remove the surface film and contaminants. Roughen to 1/4-inch amplitude or as shown on the Drawings. Grant County 553-1860-014 MPE System Expansion 03 30 01-6 January 2026 Contract Documents Cast -In -Place Concrete 204 B. Coat the contact surfaces with bonding agent specified in paragraph 2.4. Apply the bonding agent in conformance with the manufacturer's instruction. C. As concrete is placed, thoroughly vibrate against the contact surface. 3.11 CURING AND PROTECTION A. Comply with requirements of ACI 301. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 1. Normal concrete: Not less than 7 days. 2. High early strength concrete: not less than 4 days. C. Formed Surfaces: Cure by moist curing with forms in place for full curing period. D. Surfaces not in contact with forms: 1. Start initial curing as soon as free water has disappeared and before surface is dry. Keep continuously moist for specified curing period by water ponding, water -saturated sand, water -fog spray, saturated burlap, or special blankets designed for curing concrete and maintaining moist condition. 2. Begin final curing after initial curing but before surface is dry. E. After completion of curing process, finished surface where indicated shall be protected by use of protection boards from workman, equipment, scaffolding, and other form of damage throughout subsequent construction, Size, thickness, and material of board shall be determined by Contractor. Contractor is responsible for maintaining integrity of slab finish throughout construction. 3.12 FIELD QUALITY CONTROL A. Be responsible for Quality Control of Work for materials, placement, curing, and finishing. B. Perform tests of concrete and concrete materials to ensure conformance with specified requirements per ACI 318. C. Compressive Strength Tests: ASTM C39. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 50 cubic yards or less of concrete placed per day. END OF SECTION Grant County 553-1860-014 MPE System Expansion 03 30 01-7 January 2026 Contract Documents Cast -In -Place Concrete 205 This Page Intentionally Left Blank Grant County 553-1860-014 MPE System Expansion 03 30 01-8 January 2026 Contract Documents Cast -In -Place Concrete 206 DIVISON 05 METALS 207 SECTION 05 12 20 STRUCTURAL STEEL PART —GENERAL 1.01 QUALITY ASSURANCE A. Materials, Fabrication, and Erection: Conform with the latest edition of AISC Specification for Structural Steel Buildings and Code of Standard Practice for Steel Buildings and Bridges. B. Welding: By operators qualified by tests as prescribed by the AWS in Standard Qualification Procedure for performance of the type of work required. Structural welding shall 'be performed by welders certified by WABO or local building department jurisdiction. 1.02 SUBMITTAL A. Shop Drawings: All fabricated metals illustrating dimensions, erection details, cuts, copes, connections, holes, threaded fasteners, and welds. Base dimensional data on actual field measurements where connections interface with other materials required. B. Mill Test Reports: Submit mill test reports for each shipment of materials or products. 1.03 PRODUCT HANDLING A. Delivery of Materials Installed Under Other Sections: 1. Deliver anchor bolts, anchorage devices, sleeves, and other steel to be embedded in cast -in -place concrete or masonry prior to start of concrete or masonry work. 2. Provide setting drawings, templates, and direction for installation of anchor bolts and other devices. B. Store above grade. Protect from corrosive elements. C. Handle and store during construction to prevent overstressing any elements. PART 2 — PRODUCTS 2.01 MATERIALS A. Structural Steel — All new material, clean and free from damage: 1. Rolled Shapes, Bars, and Plates: ASTM A992. 2. Steel Pipe: ASTM A53 Grade B. 3. Tubes (HSS): ASTM A500 Grade B or C. 4. American Standard S shapes: ASTM A36. Grant County MPE System Expansion Contract Documents 05 12 20-1 553-1860-014 January 2026 Structural Steel 0116101 i i• 1. Standard Bolts and Nuts: ASTM A307. 2. High Strength Bolts and Nuts: ASTM A325-N. 3. Anchor Bolts: ASTM A307. C. Welding Electrodes: AWS E70XX. D. Finish: All structural steel to be hot -dip galvanized, after fabrication, per Specification Section 05 51 16, "Galvanizing." 2.02 FABRICATION A. Fabricate structural and architectural steel in accordance with the appropriate AISC Specifications with the modifications and additional requirements specified in this section. B. Weld all shop connections unless otherwise noted. 1. Conform to AWS Code for "Arc Welding in Building Construction." 2. Remove all weld spatter from exposed surfaces. C. Straightness of Structural Members: Straightness of structural members and fabricated assemblies shall conform to AISC Code of Standard Practice for Steel Buildings and Bridges. D. Shop Assembly: 1. Fabricate units in as large parts and sections as practicable. 2. Holes in members: Punch or drill as necessary to receive bolts and similar items. Do not cut holes with a torch. PART 3 — EXECUTION 3.01 ERECTION A. Set and secure structural steel members and appurtenant connections accurately to the required lines and levels shown on drawings. B. All procedures and tolerances per AISC Code of Standard Practice for Steel Buildings and Bridges. C. Bolts, Anchors and Other Accessories: Install as necessary and as required for erection of structural steel. Grant County MPE System Expansion Contract Documents 05 12 20-2 553-1860-014 January 2026 Structural Steel 209 D. Bearing Plates: 1. Provide under all steel, such as ends of beams bearing on concrete. 2. Shim with metal only. E. Columns: 1. Set on leveling nuts or on metal shims to accurate elevations and grout solid. 2. Shim with metal only. Do not use wood wedges. F. Anchor Bolts and Anchors: Locate and build into connecting work. Preset anchor bolts and anchors attached to templates of configuration required for fastening to structural members. G. Grouting: After all structural members have been properly positioned and all bolts and anchor bolts tightened, place grout between concrete and steel. Finish exposed surfaces flush and smooth. Grant County MPE System Expansion Contract Documents END OF SECTION 05 12 20-3 553-1860-014 January 2026 Structural Steel 210 This Page Is Intentionally Left Blank Grant County MPE System Expansion 05 12 20-4 Contract Documents 553-1860-014 January 2026 Structural Steel 211 SECTION 05 50 00 METAL FABRICATIONS PART I — GENERAL 1.01 QUALITY ASSURANCE A. Materials, Fabrication, and Erection: Conform to the latest edition of AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings" (steel assemblies) and the Aluminum Association's Aluminum Construction Manual (aluminum assemblies). B. Welding: By operators qualified by tests as prescribed by the AWS in "Standard Qualification Procedure" for performance of the type of work required. Structural welding will require all welders to be certified by ICBO or local building department jurisdiction. C. Comply with OSHA and Building Code requirements. 1.02 SUBMITTALS A. Shop Drawings: All fabricated metals illustrating dimensions, erection details, cuts, copes, connections, holes, threaded fasteners, and welds. Base dimensional data on actual field measurements where connections interface with other materials required. B. Mill Test Reports: Submit mill test reports for each shipment of materials or products. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle materials in such a manner as to prevent damage to finished surfaces. B. Store above grade in clean and dry locations. Protect from corrosive elements. PART 2 — PRODUCTS 2.01 STRUCTURAL STEEL A. All structural steel shall be galvanized unless otherwise specified. 2.02 STAINLESS STEEL A. Bars and Shapes: ASTM A276, Type 304. B. Plates: ASTM A240, Type 304. C. Bolts: ASTM Al 93, Type 316. D. Nuts: ASTM A194, Type 316. Grant County MPE System Expansion Contract Documents 05 50 00-1 553-1860-014 January 2026 Metal Fabrications 212 PART 3 — EXECUTION 3.01 FABRICATION A. Fabricate in accordance with the Drawings and additional requirements specified in this section. B. Shop Assembly: 1. Fabricate units in as large parts and sections as practicable. 2. Holes in Members: Punch or drill as necessary to receive bolts and similar items. Do not cut holes with a torch. Provide adequate fastenings for wood nailers and similar items. C. Galvanize all carbon steel bolts, fastenings, and hardware unless otherwise noted. 3.02 ERECTION A. Set and secure accurately to the required lines and levels. B. Protect the finish from scratches, nicks, and dents during erection. C. Anchor Bolts and Anchors: Locate and build into connecting work. Preset anchor bolts and anchors attached to templates of configuration required for fastening to structural members. D. Grouting: After all structural members have been properly positioned and all bolts and anchor bolts tightened, place grout between concrete and metal. Finish exposed surfaces flush and smooth. Grant County MPE System Expansion Contract Documents END OF SECTION 05 50 00-2 553-1860-014 January 2026 Metal Fabrications 213 SECTION 05 51 16 GALVANIZING PART 1 — GENERAL 1.01 DEFINITIONS A. Hot -Dip Galvanizing: The dipping of steel members and assemblies into molten zinc for lasting (or long-term) corrosion protection. The resultant zinc coating fuses permanently with the base steel material. B. Passivating: The mechanical treatment of freshly galvanized steel materials to prevent humid storage stain (white rust or white corrosion). This treatment (passivation) consists of quenching freshly galvanized steel in water to which a chromate or a chromic -acid solution, or other proprietary solution, has been added. 1.02 QUALITY ASSURANCE A. Reference Standards: American Hot -Dip Galvanizers Association, Inc. (AHDGA): Publication, "Inspection Manual for Hot -Dip Galvanized Products." B. Certification: Furnish Certificates of Compliance with ASTM Specifications, and Standards specified herein. Each certificate to be signed by Contractor and galvanizer certifying that steel materials, bolts, nuts, washers, and items of iron and steel hardware conform to specified requirements. 1.03 DELIVERY, STORAGE AND HANDLING A. Packaging: Of type to prevent damage to galvanized surfaces and distortion of steel materials and components. B. Handling and Storage: Handle and protect galvanized materials from damage to zinc coating. To avoid humid storage stain, space surfaces of galvanized materials to permit free circulation of air. C. Damaged Material: Repair material showing evidence of damage to zinc coating. If not repairable, material with damaged coating will be subject to rejection. PART 2 — PRODUCTS 2.01 STEEL MATERIALS A. Material for galvanizing to be geometrically suitable for galvanizing as specified in ASTM A384 and A385. Steel materials suitable for galvanizing include structural shapes, pipe, sheet, fabrications, and assemblies. B. Material to be chemically suitable for galvanizing. Grant County MPE System Expansion Contract Documents 05 51 16-1 553-1860-014 January 2026 Galvanizing 214 2.02 IRON AND STEEL HARDWARE A. Bolts, nuts, washers, and items of iron and steel hardware furnished for galvanizing to be suitable for hot -dip galvanizing. B. Inspect iron and steel hardware before galvanizing and ascertain whether suitable for galvanizing. Replace items that are not suitable for galvanizing. 2.03 ZINC FOR GALVANIZING A. Conform with ASTM B6, and as specified in ASTM A123. 2.04 GALVANIZING A. Steel members, fabrications, and assemblies to be galvanized after fabrication, by hot -dip process in accordance with ASTM A123. Weight of zinc coating to conform to requirements specified under "Weight of Coating" in ASTM A123. B. Safeguard against steel embrittlement in conformance with ASTM A123. C. Safeguard against warpage or distortion of steel members to conform to ASTM A384. Notify Engineer of potential warpage problems that may require modification in design, before proceeding with steel fabrications. D. Finish and uniformity of zinc coating and adherence of coating to conform to ASTM A123, A153, or A386, as applicable. E. Bolts, nuts, and washers, and iron and steel hardware components to be galvanized in accordance with ASTM A153. Weight of zinc coating to conform to requirements specified under "Weight of Coating" in ASTM A153. Nuts to be tapped after galvanizing to minimum diametral amounts specified in ASTM A563. Coat nuts with waterproof lubricant, clean and dry to touch. High strength bolts for structural steel joints to be galvanized in accordance with ASTM A325. 2.05 PASSIVATI NG A. Galvanized materials subject to extended periods of storage in open, exterior locations to be given passivating treatment or light oiling to prevent humid storage stain. Treatment, solution, and process subject to review and acceptance by Engineer. Chromate passivation should not be used on items galvanized after fabrication which are to be painted after erection. 2.06 PRESERVATIVE OILS A. Do not treat freshly galvanized or passivated surfaces with oils, grease, or chemicals, which might interfere with adhesion of subsequent paint primers and coatings. Grant County MPE System Expansion Contract Documents 0551 16-2 553-1860-014 January 2026 Galvanizing 215 PART 3 — EXECUTION 3.01 INSTALLATION OF STEEL MATERIALS A. Steel materials, fabrications, and assemblies are to be installed as shown on the Drawings or specified. 3.02 FIELD INSPECTION A. Inspect installed galvanized materials, fabrications, and assemblies in accordance with the applicable requirements of AHDGA "Inspection Manual for Hot -Dip Galvanized Products," for visual inspection. 3.03 TOUCH UP AND REPAIR A. Repair damaged galvanized surfaces in accordance with ASTM A780. B. Dry film thickness of applied repair materials to be not less than galvanized coating thickness required by ASTM A120, A1231 A153, as applicable. C. Touch up primed -painted surfaces with same galvanized primer applied in shop. Clean damaged surfaces first to assure proper paint adhesion. Grant County MPE System Expansion Contract Documents END OF SECTION 05 51 16-3 553-1860-014 January 2026 Galvanizing 216 This Page Is Intentionally Left Blank Grant County MPE System Expansion 0551 16-4 Contract Documents 553-1860-014 January 2026 Galvanizing 217 DIVISON, 09 FINISHES 218 SECTION 09 90 00 PAINTING AND COATING PART 1 — GENERAL 1.01 SUMMARY A. This section includes field and shop -applied painting and coating for exposed mechanical, piping, and support components as shown on the Drawings and as specified herein. 1.02 RELATED SECTIONS A. 22 13 16, "Pipe and Fittings." B. 22 33 46, "Pipe Hangers and Supports." C. 23 42 13, "Activated Carbon Filtration." D. 33 24 10, "Wellhead Assemblies." 1.03 SUBMITTALS A. Manufacturer's product data and installation instructions for each paint system. B. Color and finish samples. C. Certification of UV resistance for exterior coatings. PART 2 — PRODUCTS 2.01 GENERAL A. Use complete paint/coating systems by a single manufacturer. All materials shall be compatible with substrate and environmental exposure. 2.02 EXPOSED PVC PIPING A. UV -Resistant Acrylic or Polyurethane Coating suitable for thermoplastics. B. Apply to all above -grade or exterior PVC pipe. C. Acceptable Products: Sherwin-Williams SherCryl, Krylon Fusion, or approved equal. 2.03 GALVANIZED TOUCH-UP (FIELD CUT OR DAMAGED) A. Zinc -Rich Primer conforming to ASTM A780. B. Acceptable Products: ZRC Cold Galv, Carboline Galvax, or approved equal. Grant County 553-1860-014 MPE System Expansion 09 90 00-1 January 2026 Contract Documents Painting and Coating 219 2.04 GAC CONTAINERS/STEEL VESSELS A. Exterior Finish: 1. Primer: Zinc -Rich Epoxy. 2. Intermediate: Epoxy High -Build Barrier Coat. 3. Finish: Aliphatic Polyurethane or Polysiloxane, UV -resistant. 4. Total DFT: 8-12 mils. B. Interior (if required): NSF 61 Certified Epoxy Lining per Manufacturer. 1. Acceptable Manufacturers: Tnemec, Sherwin-Williams, Carboline, or approved equal. PART 3 — EXECUTION 3.01 SURFACE PREPARATION A. Remove dust, oil, loose coating, and other contaminants. B. Light scuffing of PVC is required prior to coating unless product is labeled "no prep." C. Damaged galvanized surfaces to be cleaned with wire brush prior to touch-up. 3.02 APPLICATION A. Apply coatings per manufacturer's instructions. B. Maintain appropriate environmental conditions during coating. C. Apply two or more coats to achieve specified DFT. 3.03 PROTECTION AND TOUCH-UP A. Protect adjacent surfaces and finish coatings during construction. B. Touch up all abraded or cut surfaces, especially on galvanized and painted steel. C. Do not paint over tags, identification labels, or valve operators. 3.04 QUALITY CONTROL A. Verify coverage and film thickness during inspection. B. Touch-up must meet or exceed performance of original coating. END OF SECTION Grant County 553-1860-014 MPE System Expansion 09 90 00-2 January 2026 Contract Documents Painting and Coating 220 DIVISON 13 SPECIAL CONSTRUCITON 221 SECTION 13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS PART —GENERAL 1.01 SUMMARY A. This section specifies the anchorage and bracing for equipment and seismic anchoring and bracing for suspended equipment and equipment over 200 pounds. 1.02 QUALITY ASSURANCE A. Reference Standards: This section incorporates by reference the latest revisions of the following documents. These documents are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Reference Title IBC 2021 International Building Code ASCE/SEI 7-16 Minimum Design Loads for Buildings and Other Structures 1.03 SUBMITTALS A. List of freestanding equipment weighing 200 pounds or more. B. Anchorage details for equipment. and freestanding items weighing between 200 and 400 pounds. C. No less than 4 weeks in advance of equipment installation, for items weighing over 400 pounds. Required anchorage and bracing drawings and calculations bearing the stamp of a Professional Engineer; show the criteria used to determine seismic coefficients and forces applied to the equipment, including seismic zone, soil profile type, and importance factors. 1.04 DESIGN AND PERFORMANCE REQUIREMENTS A. In accordance with IBC, all equipment shall be anchored and braced to resist seismic forces prescribed ' in the code and ASCE/SEI 7, Chapter 13 or 15. All equipment includes equipment which is free standing, supported by stand frames, suspended, anchored to walls, and anchored to floors or slabs. B. Seismic anchorage and bracing for equipment shall be designed by a State of Washington Registered Engineer using the site -specific seismic criteria. 1.05 SITE SEISMIC CRITERIA A. Short Periods, Sds = 0.394. B. 1 Second Period, Sdl = 0.242. Grant County 553-1860-014 MPE System Expansion 13 05 41-1 January 2026 Contract Documents Seismic Restraint Requirements for Nonstructural Components 222 C. Importance Factor, I p = 1.25. D. Site Class = D. E. Risk Category: III. F. Seismic Design Category: D. G. Response Modification Coefficient and Amplification Factors: In accordance with ASCE/SEI 7-16 Sections 13.5 or 13.6. PART 2 — PRODUCTS 2.01 ANCHORAGE TO CONCRETE A. Post -installed expansion or adhesive anchors are allowed only if, based upon the current ICC Evaluation Service Report, the anchors are permitted to be used for seismic loads. B. Cable or wire bracing is not allowed, except for suspended ceilings. PART 3 —EXECUTION (NOT USED) END OF SECTION Grant County 553-1860-014 MPE System Expansion 13 05 41-2 January 2026 Contract Documents Seismic Restraint Requirements for Nonstructural Components 223 DIVISON 22 PLUMBING 224 SECTION 22 13 16 PIPE AND FITTINGS PART 1 — GENERAL 1.01 DESCRIPTION A. This section specifies piping, fittings, and connections. 1.02 REFERENCE A. Division 1, "General Requirements." B. Section 22 13 19, "Valves and Operators." C. Section 22 33 46, "Pipe Hangers and Supports." D. Referenced Standards: 1. American Society of Mechanical Engineers (ASME): a. A13.1, Scheme for the Identification of Piping Systems. b. 131.1, Unified Inch Screw Threads. c. 1331.1, Power Piping. d. 1331.3, Process Piping. 1.03 SUBMITTALS A. All submittals shall be in accordance with Division 1, unless otherwise noted. B. Submit for review a scaled line drawing of entire pipe network showing each joint, deflection angle, lengths of pipe, fittings, valves, expansion joints, pipe supports, for all pipe systems and connection type and location to skids/equipment to the extents shown on the drawings. C. Manufactuer's certificates of compliance with the specified standards. D. Pressure test results for all piping systems. 1.04 PIPING SYSTEMS A. General: 1. If there are any conflicts in the specifications, use the stronger pipe class. 2. All buried piping shall have a minimum cover of 24 inches, unless otherwise shown on the Drawings. Pipes supported at grade shall follow contours necessary to maintain minimum slope specified and shall be anchored/supported as shown in the Drawings. Grant County 553-1860-014 MPE System Expansion 22 13 16-1 January 2026 Contract Documents Pipe and Fittings 225 B. Piping Designation: 1. Size and designation are defined on the Drawings. 2. See Section 22 13 16.1, "Piping Schedule" for material. PART 2 — PRODUCTS 2.01 CARBON STEEL A. See Data Sheet 22 13 16-DS1 below. 2.02 PVC A. Any exposed PVC located outside of the treatment containers shall be installed with paint per Section 09 90 00. B. See Data Sheet 22 13.16-DS2 below. 2.03 STEEL HOSES A. Hose and tubing shall not be spliced. B. Hose and tubing shall be compatible with operating temperature, pressure, and process flow constituents. I C. All hose and tubing shall be installed per Manufacturer's requirements for motion absorption, system pressure changes, minimum bend radius, single plane bending, and vibration. D. Hose and tubing shall comply with any design criteria specified herein or in the drawings. E. Material: 1. Shall not allow permeation of process liquid, gas, or vapor. 2. Core hose shall be 321 stainless steel. 3. End material shall be 316 stainless steel cam and groove connections. F. Product shall be S131 by Hosecraft or Engineer approved equal. 2.04 HOSES AND TUBING A. Hose and tubing shall not be spliced. B. Material shall not allow permeation of process liquid, gas, or vapor. C. Hose and tubing shall be compatible with operating temperature, pressure, and process flow constituents. Grant County 553-1860-014 mPE system Expansion 22 13 16-2 January 2026 Contract Documents Pipe and Fittings 226 D. All hose and tubing shall be installed per Manufacturer's requirements for motion absorption, system pressure changes, minimum bend radius, single plane bending, and vibration. E. Hose and tubing shall be installed with quick connect fittings. F. Hose and tubing shall comply with any design criteria specified herein or in the drawings (e.g. clear, armor guard, spiral guard, etc.). G. Material: 1. Clear Polyethylene Tubing. 2.05 FLEXIBLE EXPANSION JOINTS A. The expansion joint shall consist of an inner tube, body, and outer cover, and shall have flanged ends. The tube shall be natural rubber or synthetic materials. The body shall consist of fabric and rubber compounds reinforced with steel wire for strength. The body materials shall be compatible with the tube and shall be suitable for the specified service conditions. The cover shall be formed from natural or synthetic rubber suitable to external service to resist weather, ozone, and corrosive fumes. B. Flanges shall be constructed integrally with the body to resist stresses. Flanges shall be full -pattern so that gaskets are not necessary. Flanges shall be drilled to ANSI B 16.51 Class 150#. C. Stainless steel control rods. D. Expansion joints shall be supported per Manufacturer requirements and shall not be installed to support piping weight. E. Manufacturer/Model: 1. Redflex Type 1-J, Double Arch unless otherwise specified. 2. Or Approved Equal. PART 3 — EXECUTION 3.01 GENERAL INSTALLATION A. Installation shall be in strict accordance with each system component/equipment Manufacturer's instructions and recommendations. B. Equipment shall be placed in the locations shown on the Drawings, unless otherwise directed by the Engineer. C. Coordination of equipment and systems to the available space, with other trades, and to the access routes through the construction shall be the Contractor's responsibility. Grant County MPE System Expansion Contract Documents 22 13 16-3 553-1860-014 January 2026 Pipe and Fittings 227 D. Make offsets, transitions, and changes in direction of pipes and ducts, as required to maintain proper headroom and pitch of sloping lines and avoid structural, electrical, pipe and duct interferences whether or not indicated on Drawings. E. Furnish fittings, etc., as required to make these offsets, transitions and changes in direction. F. Determine exact route and location of each pipe and duct and coordinate and obtain approval for changes from the layout indicated on the Drawings with the Engineer prior to fabrication. G. Verify the physical dimensions of each item of mechanical equipment to fit the available space and promptly notify the Engineer prior to roughing -in if conflicts appear. 3.02 INSTALLATION OF BURIED PIPE A. Installation of buried pipe shall be in accordance with Standard Specifications of the local jurisdiction. B. Lines and Grades: 1. In position and to accurate lines, elevations and grades as shown on plans. 2. Slope to drain where possible. 3. Lay pipe to grade between control elevations shown on plans when slope is not indicated. C. Securing In Place: By blocking, brackets, clamps or other approved methods to secure pipe in place to withstand test pressure without movement. D. Restrained Joints: All pressure pipe systems shall be provided with restrained joints. 3.03 INSTALLATION OF INTERIOR PIPE A. Complete installation to present neat orderly appearance. B. Do not block openings or passageways with piping. C. Run piping parallel to walls when possible. D. Keep piping free from contact with structure or installed items. E. Allow 1-inch clearances from all equipment and other piping to allow for expansion and contraction of pipe. 3.04 FLANGED PIPE INSTALLATION A. Tighten flange bolts so that gasket is uniformly compressed and sealed. B. Do not distort flanges. C. Leave flange bolts with ends projecting 1 /8- to 3/8-inch beyond the face of nut after tightening. Grant County 553-1860-014 MPE System Expansion 22 13 16-4 January 2026 Contract Documents Pipe and Fittings 228 3.05 THREADED JOINT INSTALLATION A. Threads: ANSI 132.1, NPT. B. Cut threads full and clean with sharp dies conforming to ANSI B31.1. C. Ream ends of pipe after threading and before assembly to remove burrs. D. Leave not more than three pipe threads exposed at each connection. E. Joint Sealer — Teflon thread tape. 3.06 FLUSHING PIPELINES: A. Flushing shall be performed prior to pressure testing. All piping within the system shall be flushed, existing and proposed. B. Upon completion of pipe laying and pressure testing, all dirt and foreign matter shall be removed by a thorough flushing. Each section of newly Laid pipe between valves or dead ends shall be flushed independently, and other dead end appurtenances shall be flushed simultaneously with the parent line. C. All systems will be flushed with water until no visible debris is existing the system or collected on the screens. Flushing will also occur for a minimum of 15 minutes. All flushing water will be collected and disposed of into the evaporation pond, see civil sheets for location. Water shall be screened with temporary screens so no debris enters the evaporation pond. D. All vapor piping systems including compressed air will be drained and compressed air will be used to dry the vapor systems. Contractor shall isolate the well connections. Contractor shall not over pressurize the piping systems with specific attention to the PVC piping system. Compressed air will run through the piping until no visible water is exiting the system. E. No flushing shall be performed without the prior approval of the Owner. 3.07 TESTING A. See Section 22 13 17, "Piping Leakage Tests" for requirements. (THIS SECTION CONTINUES WITH DATA SHEETS BELOW) Grant County MPE System Expansion Contract Documents 22 13 16-5 553-1860-014 January 2026 Pipe and Fittings 229 TABLE 1. DATA SHEET 22 13 16-DS1, CARBON STEEL INSTALLATION, GASKETS, COATINGS, PIPE GROUP NAME REQUIREMENTS JOINTS AND FITTINGS AND OTHER INSTRUCTIONS TEST METHODS LEAKAGE ALLOWANCE 3000 LB., ANSI B16.11, FORGED STEEL, THREADED ENDS, 2" AND SMALLER. SCH 40, ANSI B16.9 ASTM A234, GRADE WPB CARBON STEEL, BUTT WELDING ENDS, 2-1/2" TO 10". 3/8" WALL, ANSI B16.9 ASTM A234, GRADE WPB CARBON STEEL, BUTT WELDING ENDS, 12" TO 30". UNIONS: 3000 LB., FORGED STEEL, ASTM A105, GRADE 2, INTEGRAL STEEL SEAT, GROUND JOINT, THREADED ENDS, 2" CS3 CARBON STEEL, SCH 40 CARBON STEEL, ASTM A53, GRADE A, SEAMLESS AND SMALLER. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SEE PIPING SCHEDULE ZERO16.5, FLANGES: 150 LB. ANSI BASTM A181, GRADE 1, FORGED CARBON STEEL, SLIP-ON OR WELD NECK TYPE 2-1/2" AND LARGER, THREADED 2" AND SMALLER. WHERE BOLTING TO FLAT FACE CAST IRON FLANGES, STEEL FLANGES SHALL BE FURNISHED WITH FLAT FACE; OTHER SHALL BE RAISED FACE. BOLTING: STANDARD HEXAGON HEAD FULL OR PARTIAL THREADED BOLTS, AS ASSEMBLY REQUIRES, CARBON STEEL ANSI B18.2, ASTM A307, GRADE B WITH ONE HEAVY SEMI -FINISHED HEXAGON NUT AND ONE LOCK WASHER PER BOLT, CADMIUM OR ZINK PLATED. SUBMERGED SERVICE BOLTS T00. Grant County MPE System Expansion Contract Documents 22 13 16-6 553-1860-014 January 2026 Pipe and Fittings 230 TABLE 2. DATA SHEET 2213 16-DS2, SCHEDULE 60 PVC INSTALLATION, GASKETS, COATINGS, PIPE AND OTHER TEST LEAKAGE GROUP NAME REQUIREMENTS JOINTS AND FITTINGS INSTRUCTIONS METHODS ALLOWANCE WHEN INSTALLING PIPE WITH A FLANGE TO A BUTTERFLY VALVE, THE CONTRACTOR SHALL FITTINGS: PVC CLASS 12454-B, VERIFY CLEARANCES ASTM D1785 SCHEDULE 80, PLAIN ENDS BETWEEN THE INSIDE OF 1/2" THROUGH 8" TO BE ESLON, SPEARS, THE PIPE AND THE VALVE HARVEL OR EQUAL. DISC. WHEN NECESSARY, CONTRACTOR MUST GRIND THE INSIDE RADIUS OF THE PIPE TO ENSURE PROPER VALVE OPERATION. FOR ALL THREADED CONNECTIONS, PVC2 SCH80 PVC CLASS 12454-B, ASTM D1785, SCHEDULE 80 UNIONS: PVC CLASS 12454-B, CONTRACTOR MUST APPLY LEAK LOCK TO THE SEE PIPING ZERO PVC PLAIN ENDS 1/2" THROUGH 4" ASTM D2467, SCHEDULE 80, SOCKET THREADS PRIOR TO SCHEDULE ENDS, 3" AND SMALLER. ASSEMBLY. LEAK LOCK IS MANUFACTURED BY HIGHSIDE CHEMICAL INC. THE USE OF TEFLON TAPE IS NOT ALLOWED. FLANGES: 150 LB. ANSI B.5 PVC CLASS 12454-B SOCKEYE TYPE, 1/2" THROUGH 3"; VANSTONE TYPE 4" AND ABOVE. PAINTING: FOR OUTDOOR APPLICATIONS, PVC BOLTING: STANDARD HEXAGON HEAD PIPING SYSTEM TO BE FULL OR PARTIAL, THREADED BOLTS, AS PAINTED AFTER ASSEMBLY REQUIRES, CARBON STEEL INSTALLATION, SEE ANSI B18.2 ASTM A307, GRADE B, WITH SPECIFICATION 09 90 00 ONE HEAVY SEMI -FINISHED HEX NUT AND FOR REQUIREMENTS. TWO PLAIN TYPE A WASHERS, ANSI B27.2 PER BOLT. CADMIUM OR ZINC PLATED. Grant County MPE System Expansion Contract Documents END OF SECTION 22 13 16-7 553-1860-014 January 2026 Pipe and Fittings 231 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 22 13 16-8 553-1860-014 January 2026 Pipe and Fittings 232 SECTION 2213 16.1 PIPING SCHEDULE Size Data Service (In.)a Material Sheet Installation Joint Type Lining/Coatingb Test Pressure and Type Remarks AIR ALL CARBON STEEL DS1 ALL THD Bare/Bare 150 psig — P (compressed air lines) Provide thrust restraint on all joints. BUR, INT SW/FL Bare/Bare Provide thrust VAE ALL PVC DS2 -25" H Pneumatic restraint on all EXT SW/FL Bare/Paint Vacuum Test joints. CS DS1 EXP, INT WLD/FL/THD Bare/Bare 10 psig — P for CS, H for Provide thrust V ALL Lines) PVC (Pressure Li restraint on all joints. PVC DS2 EXT,INT SW/FL Bare/Paint BUR, INT Bare/Bare 60 psig — H Provide thrust GW ALL PVC DS2 SW/FL restraint on all (Pressure Lines) joints. EXP Bare/Paint a Unless noted, pipe schedule applies to all sizes for a particular service. Reference the Drawings for actual sizes to be used. b See specification 09 90 00 Painting for Painting/Coating requirements of pipe. Size Material Installation ">" Greater Than "Cl" Cast Iron "All" All Installations Less Than "COP" Copper "BUR" Buried Greater Than or Equal To "DI" Ductile Iron "EMB" Embedded (in concrete) Less Than or Equal To "PVC" Polyvinyl Chloride "EXP" Exposed (interior or exterior) "All" All Sizes "SST" Stainless Steel "INT" Exposed Interior "EXT" Exposed Exterior "SUB" Submerged END OF SECTION Grant County MPE System Expansion 22 13 16.1-1 Contract Documents Joint Type Test Type "F" Fusion "G" Gravity Test "FL" Flanged "H" Hydrostatic Test "HU" Hub and Spigot "P" Pneumatic/Air "SB" Solder/Braze "PC" Test per Uniform Plumbing Code "SW" Socket Welded "THD" Threaded "W" Weld 553-1860-014 January 2026 Piping Schedule 233 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 22 13 16.1-2 553-1860-014 January 2026 Piping Schedule 234 SECTION 22 13 17 PIPING LEAKAGE TESTS PART 1 — GENERAL 1.01 DESCRIPTION A. Contractor shall perform pressure and vacuum testing as specified herein on all the piping segments shown on the Drawings and listed in the Pipe Schedule specified in Section 22 13 16.1, "Piping Schedule." 1.02 SUBMITTALS A. Testing Plan: Submit prior to testing and include at least the information that follows: 1. Proposed test date. 2. Drawings clearly identifying the piping systems and segment(s) to be tested. 3. Description of test procedure. 4. Description of how the piping segment to be tested will be isolated. 5. Calculation of maximum allowable pressure or vacuum loss for each piping section(s) to be tested. 6. Certifications of Calibration: For all gauges and testing equipment used. All certifications shall be current at the time of testing. B. Testing Report Documentation: After testing of each piping segment has been completed, submit the following in accordance with the Division 1 Specifications: 1. Actual test date. 2. Description and identification of piping segment tested. 3. Testing fluid/medium used. 4. Actual test pressure. 5. Remarks, including: a. Leaks (type, location). b. Repair/replacement performed to remedy leaks. 6. All test report documentation shall be signed by the Contractor to certify that the testing has been satisfactorily completed. Grant County 553-1860-014 MPE System Expansion 22 13 17-1 January 2026 Contract Documents Piping Leakage Tests 235 PART 2 —PRODUCT (NOT USED) PART 3 ® EXECUTION 3.01 TESTING A. General: 1. Notify Engineer and Owner in writing 5 working days in advance of any pressure or vacuum testing. The Owner reserves the right to observe any pressure or vacuum testing. 2. Testing shall be performed after pipe flushing, see section 22 13 16, "Pipe and Fittings" for requirements. 3. Testing shall be performed using calibrated test gauges and calibrated volumetric measuring equipment, provided by the Contractor, to determine loss rates. Each test gauge shall be selected so that the specified test pressure falls within the upper half of the gauge's range. All gauges and equipment required for testing shall be furnished by the Contractor. 4. Install temporary piping restraint systems as necessary to protect adjacent piping or equipment and make taps in piping prior to testing. 5. Prior to testing, remove or suitably isolate appurtenant equipment, instruments or devices that could be damaged by pressure testing. Furnish, install and remove temporary restrained plugs, caps, blind flanges, connections, taps and other appurtenances for piping segment isolation as required for testing at no additional cost to the Owner. 6. Process equipment such as blowers, heat exchangers, vessels, and other equipment shall be pressure or vacuum tested along with the piping. 7. Full payment for pipeline will not be made until passing test results are received. B. Testing Fluid: 1. Hydrostatic: All water shall be furnished by the Owner, see plans for hose bib between the treatment systems. Contractor shall be responsible for providing backflow preventer, meter and all piping, fittings, hoses, and all other items required to convey water to the piping segment to be tested. 2. Air: Contractor shall furnish all compressed air used for testing. Contractor shall provide an air compressor, air piping/hoses and all other items required to perform air testing as specified herein. C. Test Type and Testing Pressure: As indicated on the Pipe Schedule. D. Defective Piping Segments: Repair leaks and defects, if found, with new materials and retest the piping segment until satisfactory results are obtained. Prepare reports for tests and required corrective action, if any. Grant County 553-1860-014 MPE System Expansion 22 13 17-2 January 2026 Contract Documents Piping Leakage Tests 236 3.02 HYDROSTATIC TESTING FOR PRESSURE PIPING A. General: 1. Perform testing on installed piping prior to application of insulation. 2. Maximum Filling Velocity: 0.25 foot per second, applied over full area of pipe. 3. Vent piping during filling. Open vents at high points of piping system or loosen flanges, using at least four bolts, or use equipment vents to pump air pockets. 4. Maintain hydrostatic test pressure continuously for 60 minutes minimum, and for such additional time as necessary to conduct examinations for leakage. Examine joints and connections for leakage. B. Defective Piping Segments: Repair leaks and defects, if found, with new materials and retest piping or portion thereof until satisfactory results are obtained. Prepare reports for tests and required corrective action, if any. 3.03 PNEUMATIC PRESSURE TESTING A. The allowable pressure loss rate for compressed and instrument air piping systems shall be based on a maximum pressure drop of 5% of the specified test pressure for a period of 2 hours. Prior to testing, the air shall be at ambient temperature and at the specified test pressure. B. Correct leakage greater than allowable, and retest. 3.04 PNEUMATIC VACUUM TESTING A. The entire VAE system shall be isolated and negatively pressurized to the pressure required in the Piping Schedule for one hour with allowable pressure gain as specified. B. Correct leakage greater than allowable, and retest. END OF SECTION Grant County 553-1860-014 MPE System Expansion 22 13 17-3 January 2026 Contract Documents Piping Leakage Tests 237 This Page Intentionally Left Blank Grant County 553-1860-014 MPE System Expansion 22 13 17-4 January 2026 Contract Documents Piping Leakage Tests 238 SECTION 22 13 19 VALVES AND OPERATORS PART 1 —GENERAL 1.01 DESCRIPTION A. Furnish all labor, materials, equipment and incidentals required, and install complete and ready for operation valves as shown in the Drawings, and as specified herein: 1. Valves shall be furnished complete with all necessary actuators which are required for proper valve operation. B. Unless specifically noted, valves shall match pipe diameter and material. 1.02 SUBMITTALS A. Submittals shall be in accordance with the WSDOT Special Provisions Part 1-06 B. Product technical submittal data shall contain the following information and data: 1. Dimensioned drawings of valves. 2. Product data sheets for each make and model. 3. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. 4. Dimensions, port shape, diameter, weight, and capacity. 5. Materials of construction, with American Society for Testing and Materials (ASTM) reference and grade. 6. Pressure and temperature rating. 7. Actuators and accessories details. 8. Manufacturer's product brochure, cut -sheets, and parts diagrams. 9. Flow coefficient and/or pressure drop data. C. Operation and maintenance manuals, see WSDOT 1-05.11(3) for requirements. D. Manufacturer's installation instructions. Grant County 553-1860-014 MPE System Expansion 22 13 19-1 January 2026 Contract Documents Valves and Operators 239 1.03 QUALITY ASSURANCE A. Valves of the same type shall be furnished by a single manufacturer. B. Valves shall be products of well -established reputable firms who are fully experienced, reputable, have been selling the products specified herein for a minimum of 10 years, and are qualified in the manufacture of the particular product furnished. C. Valves shall be designed, constructed, and installed in accordance with the requirements and procedures of applicable American Water Works Association (AWWA) standards, and shall comply with these Specifications as applicable. 1.04 HANDLING AND STORAGE A. Valves shall be stored in a manner to prevent damage and be kept free of dirt, mud, or other debris. PART 2 — PRODUCTS 2.01 GENERAL A. Operators, actuators, and accessories shall be factory -mounted prior to shipping to the project site: 1. Renewable parts including discs, packing, and seats shall be of types specified herein and acceptable by valve manufacturer for the intended service. 2. All units shall have the name of the manufacturer and the size of the valve cast on the body or bonnet, or shown on a permanently attached stainless steel plate in raised embossed letters. 3. Isolation valves shall be suitable for the intended service with bubble tight shutoff to flow in either direction. B. Valves shall be the same size and valve ends shall be the same type as the adjoining pipe, unless noted otherwise on the Drawings. C. Where applicable, valves shall all be quarter turn, lever operated. 2.02 COMBINATION AIR RELEASE/VACUUM VALVES A. Design: 1. Working Pressure Range: 3 psi — 145 psi. 2. Maximum Working Temperature: 60°C. 3. Maximum Intermittent Temperature: 90°C. Grant County 553-1860-014 MPE System Expansion 22 13 19-2 January 2026 Contract Documents Valves and Operators 240 4. The unique design of the valve prevents contact between the liquid and the sealing mechanism by creating an air gap at the top of the valve. These features are achieved by: a. The Conical Body Shape: designed to maintain the maximum distance between the liquid and the sealing mechanism and still obtain minimum body length. b. Spring -Loaded Joint Between the Stem and the Upper Float: vibrations of the lower float will not unseal the air release component. Release of air will occur only after enough air accumulates. c. The Rolling Seal Mechanism: less sensitive to pressure differentials than a direct float seal. It accomplishes this by having a comparably large orifice for a wide pressure range (up to 10 bar). d. Funnel -Shaped Lower Body: designed to ensure that residue reclaimed water solid matter will fall back into the system and be carried away by the main pipe. Body made of composite materials, resistant to corrosion. Internal metal parts are made of corrosion -resistant stainless steel. Floats are made of composite materials: 1) Flexible rolling seal provides smooth positive opening, closing, and leak -free sealing over a wide range of pressure differentials. 2) Drainage tap with ball valve is provided. 3) 3/8-inch threaded discharge outlet enables removal of excess fluids. 4) Dynamic design allows for high velocity air discharge while preventing premature closure. 5) 1/4-inch ball valve releases trapped pressure and drains the valve body prior to maintenance. B. Materials: 1. Body Reinforced Nylon. 2. Discharge Outlet Polypropylene. 3. Rolling Seal EPDM. 4. Clamping Stem Reinforced Nylon. 5. Float Foamed Polypropylene. 6. O-Ring BUNA-N. 7. Body Reinforced Nylon. 8. Float Stem Stainless Steel SAE 316. 9. Clamp Reinforced Nylon + Stainless Steel SAE 316. 10. O-Ring BUNA-N. Grant County 553-1860-014 MPE System Expansion 22 13 19-3 January 2026 Contract Documents Valves and Operators 241 11. Float Foamed Polypropylene. 12. Base Reinforced Nylon. 13. Ball Valve 1/4-inch Brass Nickel Plated. C. Manufacturers and Products: 1. 1 -inch ARI D-021 as manufactured by ARI. 2. Or Approved Equal. 2.03 BALL VALVES (PVC) A. Valve shall meet ASTM standards for polyvinyl chloride (PVC): 1. Flanged versions of the Type 375 valve shall meet the ANSI B16.5 150 pounds standard. 2. PVC versions of the Type 375 shall be NSF-61 approved for drinking water applications. B. Temperature: 1. 232 PSI for sizes 3/8-inch to 4-inch in PVC socket at 72°F. 2. 150 PSI for sizes 3/8-inch to 4-inch in all materials flanged or threaded at 72°F. C. Material: 1. Valve body shall be constructed of PVC. 2. Seats shall be made of polytetrafluoroethylene (PTFE). 3. Seals shall be made of fluoroelastomer polymer (FPM) or EPIDM. 4. Operator shall be Polypropylene or Glass Fiber reinforced Polypropylene with UV inhibitor. D. Function: 1. Valves shall have a blowout proof stem with double o-rings: a. Valve seat carrier shall be adjustable. b. PTFE seats shall have backing o-rings. c. Handles shall be designed to include an integrated tool for removal of the union bushing. E. Manufacturer: 1. Georg Fischer, Type 375. 2. Asahi. 3. Or Approved Equal. Grant County 553-1860-014 MPE System Expansion 22 13 19-4 January 2026 Contract Documents Valves and Operators 24-2 2.04 BALL VALVES (COMPRESSED AIR SERVICE) A. Design: 1. 2 Piece, Cast Bronze body. 2. Full Port Ball. 3. Locking Lever. 4. NutAISI-1010. 5. Handle A283-D. 6. Stem Gland Screw B16-C36000. 7. Stem Packing PTFE. 8. Stem B16-C36000. 9. Body B584-C84400. 10. Seat PTFE 8 Ball B16-C36000. 11. End Plug B584-C84400. 12. Thrust Washer PTFE. 13. Threaded connection. B. Manufacturer: 1. Crane 9211. 2. Or Approved Equal. 2.05 BALL VALVES (CS) A. Design: 1. 2 Piece, A216 WCB Carbon Steel Body. 2. Full Port Ball. 3. Body A216 WCB. 4. Cap A216 WCB. 5. Ball CF8M. Grant County 553-1860-014 MPE System Expansion 22 13 19-5 January 2026 Contract Documents Valves and Operators 243 6. Stem 316SS. 7. Seat ME-PTFE. 8. Gasket GRAFOIL. 9. Thrust Washer ME-PTFE. 10. Packing GRAFOIL. 11. Gland CF8. 12. Stopper SS304. 13. Handle Nut SS304. 14. Gland Bolt Al 93 B8. 15. Stud Bolt Al 93 B7M. 16. Set Nut Al 94 2HM. 17. Handle SS304. 18. Locking Plate SS304. 19. Set Bolt SS304. 20. Name Plate SS304. 21. Ring SS304. 22. Bearing Nylon. 23. Lock Washer SS304. B. Manufacturer: 1. Discover Valve, T1 02351 Flanged Carbon Steel Ball Valve 150# Fire Safe. 2. Or Approved Equal. 2.06 SAMPLE TAP BALL VALVES (SST) A. Design: 1. Two -Piece SST body. 2. Full Port Ball. Grant County 553-1860-014 MPE System Expansion 22 13 19-6 January 2026 Contract Documents Valves and Operators 244 3. Body CF8M. 4. Cap CF8M. 5. Ball CF8M. 6. Seat RTFE - PTFE 15% GF. 7. Stem AISI 316. 8. Body Seal PTFE (for 1/4 inch - 1 inch). 9. Thrust Washer PTFE. 10. Stem Packing PTFE. 11. Gland Nuts A2. 12. Spring Washer AISI 304. 13. Handle Nuts A2. 14. Locking Device AISI 304. 15. Handle AISI 304. 16. Handle Sleeve PVC. B. Manufacturer: 1. Crane 9431-LL. 2. Or Approved Equal. 2.07 PRESSURE RELIEF VALVES (PRV) A. Design: 1. Inline pressure relief with primary rolling diaphragm and secondary flat diaphragm. 2. Adjustable pressure relief settings from 5 psi to 100 psi. 3. PVC body painted for UV. 4. PTFE diaphragm energized by a nonwetted Fluorine Kautschuk Material diaphragm. 5. PVC nonwetted spring housing. 6. Zinc -platted steel springs (nonwetted). Grant County 553-1860-014 MPE System Expansion 22 13 19-7 January 2026 Contract Documents Valves and Operators 245 7. Stainless steel external fasteners. 8. Thermoplastic valve adjusting bolt, lock nut, and body. Q. Install unions onupstream and downstream side of valve. B. Manufacturer: 1. P\eotonmadic, Bohem RVDT. 2. (]rApproved Equal. PART 3—EXECUTION 3.01 INSTALLATION A. Genera.: 1. Valves and accessories shall beinstalled inemanner and location as shown onthe [)revvnga` or as required for the application and in accordance with the manufacturer's instructions. 2. Size ofvalve shall be equal to line piping in which valve is (netaUed, unless otherwise noted onthe Drawings. 3. Support all valves vvhereneoesoery. 4. In case of conflict between these Specifications and e governing code, the more stringent standard shall prevail. B. Joints: 1. Flanged: e.Bolt holes of valves with flanged ends shall straddle the horizontal and vertical centerlines of the pipe run towhich the valves are attached. b. Clean flanges bvwire brushing before installing flanged valves. o' Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively. d. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or ratiQhten the bolts and nuts, and retest the joints. e. Joints shall be watertight. Grant -553/e60-0** MpE System Expansion 2213/9-8 January 2026 Contract Documents Valves and Operators 246 2. Threaded: a. Clean threaded joints by wire brushing or swabbing. b. Apply Teflon joint compound or Teflon tape to pipe threads before installing threaded valves. c. Joints shall be watertight/airtight. C. Exposed Valves: 1. Unless otherwise indicated on the Drawings, install valves in horizontal runs of pipe having centerline elevations 4 feet-6 inches or less above the floor with the operator vertical: a. Install valves in horizontal runs of pipe having centerline elevations between 4 feet-6 inches and 6 feet-9 inches above the floor with the operator horizontal. 2. Install valves on vertical runs of pipe that are next to walls with the operator horizontal, away from the wall: a. Valves on vertical runs of pipe that are not located next to walls shall be installed with the operator horizontal, oriented to facilitate valve operation. D. Accessories: Provide all accessories necessary for proper valve operation as specified or required for the application. E. Valve Operators: 1. Valves shall be installed with the operator in a position for convenient operation: a. Coordinate all valve operator locations and orientations with the Owner prior to installation. 2. Particular care shall be taken to ensure that space is available for operation of lever operated valves without interference from walls, piping, or equipment: a. Any valve that is installed, in the opinion of the Owner/Engineer, in a manner that operation is inconvenient, shall be modified or removed and reinstalled in a manner suitable to the Owner/Engineer. F. Adjustments: Check and adjust valves and accessories for smooth and optimum operation: 1. Lubricate in accordance with manufacturer's recommendations. Grant County 553-1860-014 MPE System Expansion 22 13 19-9 January 2026 Contract Documents Valves and Operators 247 3.02 VALVE LEAKAGE AND FIELD TESTING A. Test valves for leakage at the same time that the connecting pipelines are tested: 1. See Section 22 13 16.1, "Piping Schedule" for pressure testing requirements. 2. Protect or isolate any parts of valves, actuators, or control and instrumentation systems whose pressure rating is less than the pressure test. 3. Valves shall show zero leakage. 4. Repair or replace any leaking valves and retest in accordance with the Specifications. B. Contractor shall operate each manual valve through ten full cycles of opening and closing: 1. Valves shall operate from full open to full close without sticking or binding. 2. If valves stick or bind, or do not operate from full open to full closed, repair or replace the valve and repeat the tests. END OF SECTION Grant County 553-1860-014 MPE System Expansion 22 13 19-10 January 2026 Contract Documents Valves and Operators WAR SECTION 22 33 46 PIPE HANGERS AND SUPPORTS PART 1 — GENERAL 1.01 WORK INCLUDED A. This section specifies brackets and pipe supports. Pipe supports shall be furnished complete with all necessary inserts, bolts, nuts, rods, washers, and other accessories. 1.02 PIPING SUPPORT DESIGN A. In certain locations, pipe supports, anchors, and expansion joints have been indicated on the Drawings, but no attempt has been made to indicate every detail. It shall be the Contractor's responsibility to design and provide a complete system of pipe supports and to anchor all piping, in accordance with the, requirements set forth herein and Section 13 05 41, "Seismic Restraint Requirements for Nonstructural Components." Additional pipe supports may be required adjacent to expansion joints. B. All piping shall be rigidly supported and anchored so that there is no movement or visible sagging between supports. C. All pipe supports shall be spaced to provide the required minimum support spacing per the piping manufacturer's span requirements for the corresponding pipe. Where a pipe support is used to support multiple pipe materials and sizes, the most stringent span size shall be used. 1.03 QUALITY ASSURANCE A. This section incorporates by reference the latest revision of the following documents. These references are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Reference ASME B31.3 AISC M011-89 MSS S P-58-88 MSS SP-69-83 MSS-SP 89 FEDSPEC vW1/-H-171 e-78 MFMA-1-84 Grant County MPE System Expansion Contract Documents Title Process Piping Manual of Steel Construction 8th Edition Pipe Hangers and Supports — Materials, Design and Manufacture Pipe Hangers and Supports — Selection and Application Pipe Hangers and Supports — Fabrication and Installation Practices Hangers and Supports, Pipe Metal Framing Standards Publication 22 33 46-1 553-1860-014 January 2026 Pipe Hangers and Supports 249 1.04 SUBMITTALS A. The following submittals shall be provided in accordance with WSDOT8P1-06: 1. Complete data and catalog cuts or drawings covering pipe supports. 2. Revisions to support systems resulting from changes in related piping system layout or addition of flexible joints. 3. Supporting calculations of piping supports and seismic bracing systems bearing the stamp ofeProfessional Engineer licensed inWashington State. 1.05 DESIGN REQUIREMENTS A. General: 1.Seismic Load: Seismic design shall be based onfactors given inthe Structural General Notes found onthe Drawings and Section 13O541`"Seismic Restraint Requirements for Nonstructural CornponenLo." 2. Design, furnish, and install all piping supports, hangers, and seismic bracing systems, regardless of whether these supports and systems are shown on the Drawings. Provide seismic bracing to prevent permanent displacement in any direction caused by lateral motion, overturning or uplift. 3. Supports are shown only where specific types and locations are required; additional pipe supports may berequired atthese locations. 4. Seiorn|o Restraints: Contractor may use the latest edition of 8IVIA{}NAJPP|C, "Guidelines for Geiornio Restraints of yWeohenioe| Systems and Plumbing Piping Systems" in lieu of engineering each application. Contractor shall use Hazard Level "/\"eodefined inthe guidelines. B. Pipe Support 1. Support Load: Dead loads imposed bv weightof pipes filled with water, except air and gas pipes,plus insulation. 2. Safety Factor: Minimum of 5. 3.Maximum Gu'��8 �Minimum F�8�:8�|�in��a�\��e �ui�me�herein and the Contractor's design calculations. |ncase of conflict between these two, the most conservative span shall apply. C. Framing Support : 1.Beams: Size such that beam stress does not exceed 25'00psi and maximum deflection does not exceed 1/24Oofspan. 2. Column Members: Size in accordance with manufacturer's recommended method. 3. Support Loads: Calculate using weight of pipes filled with water. Gran 553-/860-0*4 MPE System Expansion 223346-2 Januaryoo26 250 D. Anchoring Devices: Design, size, and space support anchoring devices, including anchor bolts, inserts, and other devices used to anchor support, to withstand shear and pull-out loads imposed by loading and spacing on each particular support. E. Vertical Sway Bracing: 10-foot-maximum centers or as shown on the Drawings. 1.06 HANGER AND SUPPORT SELECTION A. Hanger and supports selection shall be based on the following: 1. Contractor shall review the piping layout in relation to the surrounding structure and adjacent piping and equipment before selecting the type of supports to be used at each hanger or support location. 2. Where a particular type of pipe support is generally shown on the Drawings, that particular design shall be used. 3. Where a particular pipe support arrangement is shown the Drawings, that particular arrangement shall be used at that location(s). 4. Hangers and supports shall withstand all static and dynamic conditions of loading to which the piping and associated equipment may be subjected to. As a minimum, the Contractor shall consider the following when designing and furnishing the pipe support and hanger systems: a. Weights of pipe, valves, fittings, insulating materials, suspended hanger components, and normal fluid contents. b. Weight of hydrostatic test fluid or cleaning fluid if normal operating fluid contents are lighter. c. Reaction forces due to test and operational conditions. d. Reaction forces due to operation of safety, relief, or other valves. e. Wind, snow, or ice loading on all outdoor piping. 5. Supports shall be designed to prevent transfer of the weight of piping, valves, and piping appurtenances to equipment piping connections. All adjacent supports at equipment connections to piping systems shall have provisions for vertical and horizontal adjustment. Two flexible piping connections not less than one pipe diameter apart shall be provided between piping supports and any equipment piping connection. 6. Hangers and supports shall be sized to fit the outside diameter of pipe, tubing, or the outside diameter of piping insulation. 7. Where negligible movement occurs at hanger locations, rod hangers shall be used for suspended lines, wherever practical. For piping supported from below, bases, brackets, or structural cross members shall be used. 8. Hangers for the suspension of 2-1/2 inches and larger piping and tubing shall be capable of vertical adjustment under full load conditions. Grant County MPE System Expansion Contract Documents 22 33 46-3 553-1860-014 January 2026 Pipe Hangers and Supports 251 9. Supporting systems shall provide for and control the free or intended movement of the piping including tilt movement in relation to that of the connected equipment. 10. Where there is horizontal movement at a suspended type hanger location, hanger components shall be selected to allow for swing. The vertical angle of the hanger rod shall not, at any time, exceed 4 degrees. 11. There shall be no contact between a pipe, hanger, or support components of dissimilar metals. 12. Design loads for inserts, brackets, clamps, and other support items shall not exceed the manufacturer's recommended loads. 13. Pump discharges shall have, as a minimum, a fixed anchor within five diameters from the discharge connection. PART 2 — PRODUCTS 2.01 GENERAL REQUIREMENTS A. When items specified or depicted in the manufacturer's standard details are not available, fabricate pipe supports material to the general configuration indicated by catalogs. All pipe supports shall include braces for seismic loadings. 2.02 PIPE SUPPORTS SCHEDULE A. Material for supports and anchoring system shall be selected based on the following Support Schedule: Description or Location Type Storage Building, Containers, Exterior: Steel, Pre -Galvanized: ASTM A653 G R 33 with Pre -galvanized Finish: ASTM A653 G90 or Steel, Plain ASTM A1011 SS G R 33 with hot -dipped galvanized finish ASTM A123. 2.03 ISOLATION PADS A. General: Furnish and install vibration isolation pads at the base of the air compressor. B. Vibration Isolation Pads: 1. Type: Neoprene waffle. 2. Manufacturers and Products: a. Mason Industries, Type W. b. Korfund, Korpad 40. c. Or Approved Equal. Grant County MPE System Expansion Contract Documents 22 33 46-4 553-1860-014 January 2026 Pipe Hangers and Supports 252 2.04 CHANNEL TYPE SUPPORT SYSTEMS A. Metallic Channel Strut and Support Materials: 1. Shall be in accordance with Paragraph 2.02. 2. Channel Size: 12-gauge, 1-5/8 inch by 1-5/8 inch or 3-1/4 inch (back-to-back) series: a. Use extended channel sizes 1-5/8 inch by 2-7/16 inch or 4-7/8 inch (back-to-back), as required when supporting flanged pipe. 3. Members and Connections: Design for all loads with safety factor of 5. 4. Manufacturers and products: a. Unistrut; P1000, P10017 P5500 (extended channel), P5501 (extended channel). b. Or Engineer -approved equal. B. Members and Connections: Design all supporting fittings, members and connections for the loads specified herein. C. Strut Post Bases: Provide four -hole strut bases as specified below: 1. Metallic Struts: Shall be fabricated from galvanized steel, in accordance with Paragraph 2.02. Shall be Unistrut P2073A or Approved Equal. D. Strut Pipe Straps: Unless otherwise shown on the Drawings, Contractor shall provide pipe straps and clamps in accordance with the following requirements. Contractor shall notify the Engineer if a conflict exists with the manufacturer's recommendations and the product selections below: 1. Single -Piece Perpendicular Strap: Shall be Single Piece Pipe Strap P2558 Series as manufactured by Unistrut, or Approved Equal. 2. Two Piece Perpendicular Strap: Shall be models P2024 through P2070-84 as manufactured by Unistrut, B2000 Series as manufactured by B-Line, or Approved Equal. 3. Parallel Strap: Shall be models P1563 through P1573 (Contractor to select appropriate size) as manufactured by Unistrut, or Approved Equal. 4. Tube Clamp: Shall be Cush -A -Clamp series as manufactured by Unistrut, or Approved Equal. 5. Dielectric Isolation Material: Shall be Unicushion P2600 Series as manufactured by Unistrut, or Approved Equal. E. General Strut Fittings: Contractor shall provide all additional fittings as required to fabricate the channel strut pipe support systems shown on the Drawings. All fitting materials provided for the metallic struts shall be in accordance with Paragraph 2.02. F. Strut End Caps: Provide rubber end caps at the exposed ends of all channel struts, up to 7 feet above finished floor. Grant County MPE System Expansion Contract Documents 22 33 46-5 553-1860-014 January 2026 Pipe Hangers and Supports 253 2.05 CONCRETE BASE & Pipe supports requiring a concrete base shall be designed and provided in accordance with the Structural General Notes found on the Drawings, including pipe support mounting PART 3—EXECUTION 3.01 GENERAL A. Install hangers and supports inaccordance with manufacturers' installation instructions. B. Supports for exposed piping shall conform to the latest requirements Ofthe ANSI Code for Pressure Piping 1331.1 and IVIGS Standard Practice 8P-58, except as supplemented or modified b«the requirements ofthis Specification. C.Designs generally accepted as exemplifying good engineering practice, using stock or production parts, shall be utilized wherever possible. 3.02 SUPPORTS AND HANGERS: A.All pipes and valves shall be secured in place by use of blocking, hangers, brackets, clamps O[other approved methods, and the weight thereof shall be carried independently ofpump casing orequipment only. Special hangers and supports are shown onthe Drawings. The Contractor shall be responsible for determining the location of and providing all supports, including sway bracing. Hangers and supports shall be provided by the Contractor and shall be adequate to support the piping ovstern, including seismic bracing in accordance to the seismic requirements in Section 13 05 41, "Seismic Restraint Requirements for Nonstructural Components." The Contractor shall provide pipe supports at intervals in compliance with the piping manufacturer's recommendations. B. Hanger supports shall be as noted in the Drawing, with at least one support adjacent to the joint for each length of pipe' at change in direction and at branch connections. Sufficient hangers shall be provided to maintain proper slope without sagging. C. Spacing of clamps for support of vertical piping shall be close enough to keep the pipe in alignment aowell aotosupport the weight ofthe piping and contents, but innocase shall be more than 5 feet. D.provide adjustable hangers for all pipes, complete with adjusters, swivels, rods, etc. Size hangers toclear insulation and guide where required, eawell gosupport piping.Al\ rigid hangers shall provide omeans ofvertical adjustment after erection. E. Provide floor stands, vveU bracing, concrete piers, etc., for all pipelines running near the floors or near walls and which can be properly supported Or suspended bvthe walls n[floors. Pipelines near concrete or masonry vve|ky may also be hung by hangers carried from vve| brackets at a higher level than pipe. Hanging of any pipe from another is prohibited. F.Equipment shall be so positioned and aligned that no strain shall beinduced within the equipment during or subsequent to the installation of pipework. Grant '553-1860-0/4 M+E System Expansion 223346-6 January 2026 Contract Documents Pipe Hangers and Supports G. When temporary supports are used, they shall be sufficiently rigid to prevent any shifting or distortion of the piping or related work. H. Pipe supports shall not be placed at a location which shall cause interference with the operation of valves, equipment, or other items that need to be accessed for regular operation and maintenance of the facility. I. Do not install pipe supports and hangers in equipment access areas. J. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom -of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. K. Install pipe anchors where required to withstand expansion thrust loads and to direct and control thermal expansion. L. Intermediate and Pipe Alignment Guides: 1. Provide pipe alignment guides (or pipe supports that provide the same function) at all expansion joints and loops. 2. Guide piping on each side of an expansion joint or loop at 4 and 14 pipe -diameters from each joint or loop. 3. Install intermediate guides on metal -framing support systems not carrying a pipe anchor or alignment guide. M. Repair mounting surfaces to original condition after attachments are made. N. Load Distribution: Install hangers and supports so piping live and dead loads and stresses from movement shall not be transmitted to connected equipment. Adjust hangers and supports as needed to distribute loads equally on attachments and to achieve indicated slope of pipe. O. Accessories: 1. Dielectric Barrier: a. Install between all carbon steel supports (including those with hot -dipped galvanized surfaces) and copper or stainless steel pipe. b. Install between stainless steel supports and dissimilar metal piping. 2. Electrical Isolation: Install 1/4-inch by 3-inch neoprene -rubber wrap between submerged metal pipe and oversized clamps. P. Where sandblasting of pipe is required, sandblast prior to installation. Pipe shall not be sandblasted while on hangers or supports. Grant County MPE System Expansion Contract Documents 22 33 46-7 553-1860-014 January 2026 Pipe Hangers and Supports 255 3.03 ANCHORAGE FOR BURIED PIPING A. Bends and tees in buried pressure piping systems shall be anchored by means of restrained joints and thrust blocks per local standards. Restrained joint length shall be as required for the test pressure shown in Section 22 13 16.1, "Piping Schedule" for the piping system or local standards, whichever is greater. If the Contractor proposes alternative restraint methods, the Contractor shall submit calculations showing the type of restrained joint proposed and the length of restrained joint required. Grant County MPE System Expansion Contract Documents END OF SECTION 22 33 46-8 553- 1 860-0 1 4 January 2026 Pipe Hangers and Supports 256 DIVISON 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 257 SECTION 23 42 13 ACTIVATED CARBON FILTRATION PART 1 —GENERAL 1.01 DESCRIPTION A. Scope: 1. This specification is for the Activated Carbon Filtration Vessels that will receive vapors collected in the VTT and LTT. 1.02 REFERENCES A. ANSI —American National Standards Institute. B. ASTM — American Society for Testing and Materials. C. CSI — Construction Specifications Institute. D. IAPMO — International Association of Plumbing and Mechanical Offices. 1.03 SUBMITTALS A. Submittals shall be in accordance with the WSDOT Special Provisions Part 1-06: 1. Copies of all materials required to establish compliance with these Specifications shall include the following: a. Tank Manufacturer provided shop drawings that show all details and dimensions of the embedded items, seismic restraints, and mounting details. See Section 13 05 41 for seismic requirements. b. Catalog cuts and detailed specifications of materials used, parts, and devices or other accessories forming part of the equipment. The component manufacturer's recommended method of installation and operation shall be provided. c. Material specifications describing the size, type, and quality of individual items to be provided including an itemization of the system components and the spare parts to be provided under the installation contract. The parts list should, at a minimum, include parts specified herein and should include tools, parts, and materials required by the manufacturer's operation and maintenance manual. d. Performance guarantee and warranty letters. e. Tank manufacturer's recommended installation instructions and accessory equipment. f. Operating and maintenance manual by the tank manufacturer, see WSDOT 1-05.11(3) for requirements. Grant County 553-1860-014 MPE System Expansion 23 42 13-1 January 2026 Contract Documents Activated Carbon Filtration 258 1.04 PROTECTION A. Protect all equipment during shipment, handling, and storage. 1.05 WARRANTIES A. See Guarantees section in the WSDOT Special Provisions Part 1-05.10. PART 2 — PRODUCTS 2.01 GENERAL A. The tank specified herein shall be furnished by tank provider, who shall assume complete responsibility for conformance to the design documents. B. Like items of equipment shall be the product of one manufacturer to achieve standardization of operation, spare parts, maintenance, and manufacturer's service. 2.02 ACCEPTABLE MANUFACTURERS A. The activated carbon filtration vessels shall be manufactured by the following: 1. Carbonair, model GPC 20R. 2. Pacific Coast Carbon CVS2000. 3. Engineer approved equal. 2.03 ACTIVATED CARBON FILTRATION VESSELS A. Carbon Vessels: 1. Quantity: 3 Units total, see Drawings. 2. General: a. Dimensions and Capacity: 1) Capacity: 2,000 pounds. 2) Diameter: 60 inches. 3) Tank Height: 84 inches. 4) Stand: Yx6" Fork Tubes. 3. Materials: a. Tank: Galvanized Steel, Welded. b. Ability to be lifted and transported by forklift. c. FRP Grating with Screen above inlet pipe, false bottom design. Grant County 553-1860-014 MPE System Expansion 23 42 13-2 January 2026 Contract Documents Activated Carbon Filtration 259 4. Coatings: a. Exterior: Baked Enamel and Epoxy Coated. b. Interior: Epoxy Coated. c. Tank shall be weather resistant and capable of withstanding environmental conditions: 1) Coatings shall be designed to operate within ambient temperature ranges of -50F to 110°F, and relative humidity up to 100%. 2) Site Conditions: a) Elevation: 1,290 feet AMSL. 3) Ambient Conditions: a) Maximum Temperature: 110°F. b) Minimum Temperature: -5°F. c) Humidity Ratio: 73.5 (grains of moisture per pound of dry air). d) Dew Point: 56.2°F. 5. Openings: a. :58" ANSI Flange Inlet, under FRP Grating on sidewall near bottom of the tank. b. :58" ANSI Flange Outlet, top of tank. c. If alternative product is submitted with different openings, Contractor shall provide proper reducers at no extra cost. d. Location(s) shall be indicated on tank Drawings. 6. Product -Storage Requirements: a. Tank shall be capable of storing activated carbon and used for treatment of vapor systems. This shall be identified in the manufacturer's current limited warranty. 7. Loading Conditions: a. Internal Load: Tanks shall withstand internal air pressure as defined by the testing. B. Seismic Restraint System meeting the requirements of Specification Section 13 05 41: 1. Galvanized Steel Anchors. 2. Cable. Grant County 553-1860-014 MPE System Expansion 23 42 13-3 January 2026 Contract Documents Activated Carbon Filtration 260 3. U-Bolt Clips. 4. Thimbles. 5. Sheathing. 6. Anchor Straps: a. Straps shall be standard as supplied by tank manufacturer. b. Number and location of straps shall be as specified by tank manufacturer. C. Wind Restraint System to be certified by the tank manufacturer and conform to the requirements of Section 13 05 41. D. Carbon Media Fill: 1. Contractor shall provide an initial media fill after complete installation and testing of the tank and all piping appurtenances. 2. Example Vendor: a. Pacific Coast Carbon. b. (360) 727-3775. c. info@PacificCoastCarbon.com. 3. Type CVC48 carbon. High activity virgin coconut based carbon. 4. Carbon Properties: a. Minimum carbon tetrachloride number 60%. b. U.S.A. mesh size equivalent 4 x 8. c. Minimum hardness number 95. d. Maximum Ash: 3% weight. e. Maximum moisture 3%. f. Minimum ignition temperature 300°C. PART 3 — EXECUTION 3.01 DELIVERY OF EQUIPMENT A. Protect all equipment per tank manufacturer's instructions. B. Replace any equipment damaged after receipt of equipment at Contractor's expense. Grant County 553-1860-014 MPE System Expansion 23 42 13-4 January 2026 Contract Documents Activated Carbon Filtration 261 3.02 INSTALLATION A. Installation to be in strict accordance with the tank manufacturer's instruction and recommendations in the locations shown on the Drawings. B. All equipment, components, piping and appurtenances shall be installed true to alignment and rigidly supported using due care in placement and leveling within 0.1 inch in 10 feet. Any damage caused by the negligence of the Contractor to the above items shall be repaired or replaced by the Contractor to its original condition. C. Interconnecting piping supplied by the Contractor to be tested by the Contractor, see Section 22 13 16, "Pipe and Fittings" for requirements. 3.03 DURING INSTALLATION BY CONTRACTOR A. Provide installation instruction manuals for Contractor's assistance prior to shipment of factory assembled treatment units. B. Provide general assistance regarding handling, assembly, and installation requirements for complete installation by Contractor. C. Verify all equipment installed per tank manufacturer's recommendations and literature and the Drawings. 3.04 TESTING A. Equipment shall be tested and installed according to the manufacturer's installation Instructions. B. See additional testing requirements in Section 22 13 17, "Piping Leakage Tests" for testing requirements. Grant County MPE System Expansion Contract Documents END OF SECTION (EXHIBITS FOLLOW) 23 42 13-5 553-1860-014 January 2026 Activated Carbon Filtration 262 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 23 42 13-6 553-1860-014 January 2026 Activated Carbon Filtration 263 24"0 FLANGE PATTERN 29 1 /2" B.C., 16 HOLES, 5/16" DIA., SPLIT CENTER SPACING 84" Q /00 \ 1 ` � � 1 � I I � r I � Q PLAN VIEW I I 60 f90 8 5/8" 0. D. PIPE 5" Carbon Adsorber — Vapor Phase GPC-20R Pressure Drop for GPC-20R 25 U 20 c c 15 L L 10 5 e. 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Flow Rate (cfm) 8 5/8" O.D. PIPE 75" — FRP GRATING 2x2x 1 /4" SUPPORT ANGLE 12" I I I 3/16" PLATE 36" 3" X 6" FORK TUBES ELEVATION Sales Drawing #156000 03/22/M4 eQ CARBONAIR 2005 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 23 42 13-8 553-1860-014 January 2026 Activated Carbon Filtration 265 SECTION 23 42 14 KNOCKOUT TANK PART —GENERAL 1.01 DESCRIPTION A. Scope: 1. This specification is for the Knockout Tank that will receive vapors collected from the I well field. 2. Equipment Tag: T-201. 1.02 REFERENCES A. ANSI — American National Standards Institute. B. ASME — American Society of Mechanical Engineers. C. ASTM — American Society for Testing and Materials. D. CSI — Construction Specifications Institute. E. IAPMO — International Association of Plumbing and Mechanical Offices. 1.03 SUBMITTALS A. Submittals shall be in accordance with the WSDOT Special Provisions Part 1-06. 1. Copies of all materials required to establish compliance with these specifications shall include the following: a. Tank Manufacturer provided shop drawings that show all details and dimensions of the embedded items, seismic restraints, and mounting details. See Section 13 05 41 for seismic requirements. b. Catalog cuts and detailed specifications of materials used, parts, and devices or other accessories forming part of the equipment. The component manufacturer's recommended method of installation and operation shall be provided. c. Material specifications describing the size, type, and quality of individual items to be provided including an itemization of the system components and the spare parts to be provided under the installation contract. The parts list should, at a minimum, include parts specified herein and should include tools, parts, and materials required by the manufacturer's operation and maintenance manual. d. Performance guarantee and warranty letters. Grant County MPE System Expansion Contract Documents 23 42 14-1 553-1860-014 January 2026 Knockout Tank 266 e. Tank manufacturer's recommended installation instructions and accessory equipment. f. Operating and maintenance manual by the tank manufacturer, see WSDOT Special Provisions 1-05.20 for requirements. 1.04 PROTECTION A. Protect all equipment during shipment, handling, and storage. 1.05 WARRANTIES A. See Guarantees section in the WSDOT Special Provisions Part 1-05.10. PART 2 — PRODUCTS 2.01 GENERAL A. The tank specified herein shall be furnished by tank provider, who shall assume complete responsibility for conformance to the design documents. B. Like items of equipment shall be the product of one manufacturer to achieve standardization of operation, spare parts, maintenance, and manufacturer's service. 2.02 ACCEPTABLE MANUFACTURERS A. The knockout tank shall be manufactured by the following: 1. Solberg, SRS-DM16-600F. 2. Or Engineer approved equal. 2.03 CARBON STEEL KNOCKOUT TANK A. Knockout Tank: 1. Quantity: 1 Unit total, see Drawings. 2. General: a. Capacity and Ratings: 1) Liquid Capacity: 15 gallons. 2) Maximum Flow Rate: 700 SCFM. 3) External pressure: Full vacuum. 4) Internal pressure: 7 PSIG. 5) Maximum Temperature: 220°F. 6) Minimum Temperature: -20°F. Grant County MPE System Expansion Contract Documents 23 42 14-2 553-1860-014 January 2026 Knockout Tank 267 b. Dimensions: 1) Diameter: 2) Tank Height: 3) Support: c. Demister Pad: 2O\noheo. 82.25inohes. 4carbon steel legs, adjustable. 1) The knockout tank shall be supplied with a stainless steel dernister pad by the manufacturer to assist in liquid separation: m) The stainless steel denlister pad ohe|| be rnodo of3O4GG and installed inside the tank bvthe manufacturer. b) Demister Properties: 3. Materials: o. Tank: Welded Carbon Steel: 1) Tank shall beA\NS [)1.1 certified at minimum. 2) Tank iatobeoutfitted with lifting lugs ontank body. b. Demister: 304 Stainless Steel. 4. Coatings: a. Exterior and Interior: Epoxy powder coated. b. Coatings shall be designed to operate within ambient temperature ranges of -5'F to 11O'F' and relative humidity upto 100Y6. c. Site Conditions: 1) Elevation: 1,290 feet AMSL- Gran County MPESystem Expansion Contract Documents 234214-3 553-/860-014 January0006 Knockout Tank 268 d. Ambient Conditions: 1) Maximum Temperature: 110°F. 2) Minimum Temperature: -5°F. 3) Humidity Ratio: 73.5 (grains of moisture per pound of dry air). 4) Dew Point: 56.2°F. 5. Openings: a. 6" 125# flat face flange inlet and outlet. b. 2" NPSC drain outlet with brass ball valve. c. Two (2) 1" NPSC level ports with sight glass. d. 1" NPSC top drain, plugged. e. 1 /2" NPSC equalization port, plugged. f. Two (2) 1/4" NPSC differential ports for DP measurements, plugged. g. If alternative product is submitted with different openings, Contractor shall provide proper reducers at no extra cost. h. Location(s) of openings shall be indicated on tank drawings. PART 3 — EXECUTION 3.01 DELIVERY OF EQUIPMENT A. Protect all equipment per tank manufacturer's instructions. B. Replace any equipment damaged after receipt of equipment at Contractor's expense. 3.02 INSTALLATION A. Installation to be in strict accordance with the tank manufacturer's instruction and recommendations in the locations shown on the Drawings. B. All equipment, components, piping and appurtenances shall be installed true to alignment and rigidly supported using due care in placement and leveling within 0.1 inch in 10 feet. Any damage caused by the negligence of the Contractor to the above items shall be repaired or replaced by the Contractor to its original condition. C. Interconnecting piping supplied by the Contractor to be tested by the Contractor, see Section 22 13 16, "Pipe and Fittings" for requirements. Grant County MPE System Expansion Contract Documents 23 42 14-4 553-1860-014 January 2026 Knockout Tank 269 3.03 DURING INSTALLATION BY CONTRACTOR A. Provide installation instruction manuals for Contractor's assistance prior to shipment of factory assembled treatment units. B. Provide general assistance regarding handling, assembly, and installation requirements for complete installation by Contractor. C. Verify all equipment installed per tank manufacturer's recommendations and Literature and the Drawings. 3.04 TESTING A. Equipment shall be tested and installed according to the manufacturer's installation Instructions. B. See additional testing requirements in Section 22 13 17, "Piping Leakage Tests" for testing requirements. Grant County MPE System Expansion Contract Documents END OF SECTION (EXHIBITS FOLLOW) 23 42 14-5 553-1860-014 January 2026 Knockout Tank 270 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 23 42 14-6 553-1860-014 January 2026 Knockout Tank 271 fi 33.00 [838 mm] 15.00 INSERT PACK [381 mm] " REMOVAL TOP ELEMENT 1500MMI CLEARANCE REMOVAL VESSEL OD 6" ANSI g FLANGE OUTLET - I 11/a" NPSC GAUGE PORT W/PLUG I 6" ANSI" %NPSC EQUALIZATION i - _ FLANGE INLET GAUGE PORT W/ PLUG 0 0 - %a" NPSC GAUGE o i o PORT W/ PLUG 6.0 0 0 � 0 0 [152 mm] D � 2.0 J - 0 --- 0 - [51 mm] 0 _ 0 0 2" NPSC BRASS 0 0 BALL VALVE DRAIN 0 0 0 0 0 0 1" NPSC HI GAUGE PORT 1" NPSC LOW GAUGE PORT 15.56 [395 mm] 15.56 [395 mm] i--w 2.00 .63 [51 mm] [16 mm] FOOTPAD LAYOUT -- SLOT POSITION 1 --SLOT POSITION 2 SLOT POSITION 3 DEFAULT POSITION SLOT POSITION 4 SLOT POSITION 5 SLOT POSITION 6 SHIPPING POSITION 1" NPSC DRAIN PORT W/ PLUG SLOT DIM A DIM B DIM C DIM D POSITION C 1 68.75 (1745mm) 16.5 (419mm) 78.25 (1987mm) 94.25 (2393mm) 2 62.75 (1593mm) 16.5 (419mm) 72.25 (1835mm) 88.25 (2241mm) 3 (DEFAULT) 56.75 (1441mm) 16.5 (419mm) 66.25 (1683mm) 82.25 (2089mm) 4 50.75 (1289mm) 16.5 (419mm) 60.25 (1531mm) 76.25 (1937mm) 5 44.75 (1137mm) 16.5 (419mm) 54.25 (1379mm) 70.25 (1785mm) 6 (SHIPPING) 1 35.25 (895mm) 116.5 (419mm) 44.75 (1137mm) 60.75 (1543mm) NOTES & SPECIFICATIONS: 1. LIQUID CAPACITY (HI GAUGE PORT CENTERLINE): 15 GAL, A2. CHECK THE MAINTENANCE MANUAL FOR SERVICE HEIGHT RECOMMENDATIONS. MODEL #: IKNOCKOUT60OF MATERIAL: CARBON STEEL FINISH: RAL 7036 prE�Ru,[u UFra''" 'tea,.x;.; ,, ;",, TOLERANCES MODEL NUMBER: KNOCKOUT60OF SHEET: SOLBERG 1.i11r t,rni-+=J•,�IOU i r,:. 1 OF 1 ® uEa TV r N H>1 11 E E b ..EL, DIMENSIONS ARE FOR REFERENCE ONLY. ® oa .n i1P 11T:- r aTIER alit ,r�t0 t, oq ALL DIMENSIONS ARE SUBJECT TO CHANGE nprl5f as E t DESCRIPTION: KNOCKOUT600F, TANK, LEGS, SIGHT GLASSES, PLUGS, BALL VALVE, SMI, RAL7036 t,ea iw,�F� r r1, a t� UPON PRODUCTION. S OE PAr / IA,PC SE - 7 i_ �I. HED.I l'ilLf ltEf Hf 1 YaE lEii Filtration •Separation •Silencing UNLESS OTHERWISE SPECIFIED: 630.773.1363 • www.solbergmfg.com REST^'-r..,, I�LV: 1 10 ­0 D, E�110111�11. DIMENSIONS ARE IN INCHES PROJECT: DRAWN BY: CRW APPROVED BY: CJS REV: mA r.0 iFP.,m, 071,Ea FE 3T;C TZo.S.ti 'H N, -REF: APPROXIMATE DIMENSIONS, NO TOLERANCES APPLY ®;.�a�rio,,.E,.,jean:alieu_`r�rair:Ee,Fne`irl -FINISH: BREAK EDGES TO.005-.020 RADIUSICHAMFER I DATE: 7/17/2017 DATE: 7/17/2017 C Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 23 42 14-8 553-1860-014 January 2026 Knockout Tank 273 SECTION 23 57 00 HEAT EXCHANGER PART 1 ® GENERAL 1.01 REQUIREMENTS A. This section specifies design, manufacture, supply and installation of the heat exchanger located in the VTT structure as identified on the Drawings. B. The heat exchanger shall effectively cool vapor prior to the carbon vessels in the VTT system. C. The heat exchanger shall conform to the National Electrical Code Class 1 Division 2 requirements for hazardous locations. All equipment shall be airtight and not allow leakage of process air into the room. D. The heat exchanger shall be arranged to conform to the layout and within the footprint shown on the Drawings. 1. Equipment shall be skid mounted with skids attaching to the container floor. 2. Equipment skid assemblages shall fit through the double doors of the existing container. E. Nameplates: Major equipment items shall have the manufacturer's name, address, type or style, model or serial number, and catalog number on a plate secured to the equipment. I Each piece of equipment shall bear the approval designation and the markings required for that designation. 2. Valves shall bear a securely attached tag with the manufacturer's name, catalog number and valve identification permanently displayed. 1.02 DESIGN REQUIREMENTS A. All electrical equipment, instrumentation, and motors shall be explosion proof, Class 1, Division 2, Group D. B. Equipment, system components, piping and accessories shall be rated for normal service under a pressure of 30 psi. 1.03 SERVICE CONDITIONS A. Location: Insulated treatment container; Ephrata, Washington. B. Site Conditions: 1. Elevation: 1,290 feet AMSL. Grant County MPE System Expansion Contract Documents 23 57 00-1 553-1860-014 January 2026 Heat Exchanger 274 2. Atmospheric Conditions: a. Maximum Temperature: 110°F. b. Minimum Temperature: -5°F. c. Humidity Ratio: 73.5 (grains of moisture per pound of dry air). d. Dew Point: 56.2°F. 3. Container Temperatures Range: 40F — 100°F. 1.04 SUBMITTALS A. Submittals shall be in accordance with WSDOT SP 1-06. B. Submittals shall include complete assembly drawings, together with data covering materials, drive unit, parts, devices, and accessories forming a part of the equipment furnished: 1. Included in the submittal shall be the Manufacturer's materials of construction, complete catalog information and descriptive literature, specifications, performance curves, and detailed dimensional information for the equipment and skid. 2. Provide system submittal data including manufacturer's specifications, performance ratings, and dimensions. 3. Submit cut sheets of the final skid dimensions, critical equipment dimensions, clearance requirements, connection points, and coordination items to ensure proper Layout: a. Submit cut sheets in PDF and DWG (AutoCAD) file formats. C. Make, model, and weight of each equipment assembly. D. Motor Data Submittal Information: 1. Completed Motor Data Form. 2. Guaranteed minimum efficiency at rated load at rated voltage. 3. Starting current at rated voltage. 4. Guaranteed minimum power factor at rated load at rated voltage. 5. Expected efficiency at 1 /2, 3/4, and full load at rated voltage. 6. Expected power factor at 1/2, 3/4, and full load at rated voltage. 7. Motor no-load current at rated voltage. Full -load current at rated voltage. Full -load current at 110% voltage. 8. Full -load speed. Grant County MPE System Expansion Contract Documents 23 5 7 00-2 553-1860-014 January 2026 Heat Exchanger 275 9. Certified copy of test report for identical motor tested in accordance with NEMA MG 1 and IEEE Standard 112, Test Method B: a. Submit certificate or motor information that motor is Inverter Duty Rated. E. Shop drawings showing elevation and plan views with the equipment dimensions, size, location, clearances, and type of connections: 1. All shop drawings shall be drawn to scale. 2. Submit shop drawings in PDF and DWG (AutoCAD) file formats. F. Power and control wiring diagrams, including terminals and numbers. G. Quality Control Submittals: 1. Manufacturer's printed installation instructions, including lifting and handling procedures. 2. Recommended spare parts list to maintain the equipment in service for a 5-year period: a. Include a list of special tools required for checking, testing, parts replacement, and maintenance with current price information. 3. List of special tools, materials, and supplies furnished with the equipment for use prior to and during start-up. 4. Noise data and enclosure reducing data. H. Closeout Submittals: 1. See requirements identified in Division 1. I. Certified performance curves confirming rated capacity, pressure, horsepower, speed, and efficiency. Data shall include predicted temperature increase and tip speed at each specified operating condition. The range of recommended operation must be shown on capacity curve. J. Certification of bearing life. K. Pre -documented results of factory noise measurement tests. L. Manufacturer's descriptive literature for required intake filters, inlet and discharge silencers, and modified exhausts including dimensional drawings, materials of construction and weights. Include noise attenuation data for silencers and particle removal efficiency data for filter. M. Parts list noting materials of construction. N. Data sheets and product manuals for all instrumentation. Complete description of all controls and control panel, including complete master wiring diagrams, elementary or control schematics, and panel outline drawings. O. Vibration isolation system, see vibration specification for additional requirements. Grant County 553-1860-014 MPE System Expansion 23 57 00-3 January 2026 Contract Documents Heat Exchanger 276 1.05 DELIVERY, STORAGE, AND HANDLING A. All equipment shall be prepared for shipment and shipped in accordance with the Manufacturer's recommendations and in a manner which prevents damage to the equipment. B. All parts shall be properly protected so that no damage or deterioration shall occur in transit or during prolonged storage at the site. The Contractor shall be responsible for unloading, storing, and protecting the equipment and materials. C. No equipment shall be shipped until all applicable submittals have been received and reviewed by the Engineer. PART 1 e PRODUCTS 1.01 ACCEPTABLE MANUFACTURERS 1. American Industrial Heat Transfer Inc, Model ACA-6481 /2-3. 2. Engineer Approved Equal. 1.02 DESIGN A. 650 SCFM. B. Inlet Temperature = 200°F. C. Exit Temperature = 120°F. D. Maximum Fan Inlet Temp = 110°F. E. Single Pass. F. Maximum Allowable Pressure Drop = 0.5 psig. G. 213T Frame TEFC Motor, 5 HP, 230/460 V, 3 Phase, TEFL, 1.15 SF. H. National Electrical Code Class 1 Division 2. PART 2 — EXECUTION 2.01 INSTALLATION A. Furnish, install, finish, and place in service the blower and all appurtenances in accordance with the manufacturer's recommendations. B. Installation shall be in strict accordance with each system component/equipment manufacturer's instructions and recommendations. C. Equipment shall be placed in the locations shown on the Drawings, unless otherwise directed by the Engineer. Grant County MPE System Expansion Contract Documents 23 57 00-4 553-1860-014 January 2026 Heat Exchanger 277 D. Coordination of equipment and systems to the available space, with other trades, and to the access routes through the construction shall be the Contractor's responsibility. E. Make offsets, transitions, and changes in direction of pipes and ducts, as required to maintain proper headroom and pitch of sloping lines and avoid structural, electrical, pipe and duct interferences whether or not indicated on Drawings. 1. Furnish fittings, etc., as required to make these offsets, transitions and changes in direction. F. Determine exact route and location of each pipe and duct and coordinate and obtain approval for changes from the layout indicated on the Drawings with the Engineer prior to fabrication. G. Verify the physical dimensions of each item of mechanical equipment to fit the available space and promptly notify the Engineer prior to roughing -in if conflicts appear. Grant County MPE System Expansion Contract Documents END OF SECTION 23 57 00-5 553-1860-014 January 2026 Heat Exchanger Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 23 57 00-6 553-1860-014 January 2026 Heat Exchanger 279 DIVISON 26 ELECTRICAL SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL PART 1 — GENERAL 1.01 SUMMARY A. This section specifies general requirements for electrical work. Detailed requirements for specific electrical items specified in other sections are subject to the requirements of this section. The Electrical Drawings and Schedules included in the specification are functional in nature and do not specify exact locations of equipment or equipment terminations. B. All electrical Work included under the Contract Documents including prefabricated assemblies shall conform to the requirements of this section. 1.02 SUBMITTALS A. Procedures: See Division 1. B. Catalog cuts of equipment, devices, and materials requested by the specification sections: 1. Catalog information includes technical specifications and application information, including ratings, range, weight, accuracy, etc. 2. Catalog cuts, specifications, or data sheets shall be clearly marked to delineate the options or styles to be furnished. 3. Catalog cuts shall be assembled in a folder. Each folder shall contain a cover sheet, indexed by item, and cross-referenced to the appropriate specification paragraph. 4. Submittal packages shall be searchable PDF. C. Applicable operation and maintenance information on an item -by -item basis in accordance with Division 1. Full-size drawings shall be reduced to 11 by 17 inches. D. Bill of Material (BOM): BOM shall include equipment item number, quantity, manufacturer, part number, model number, and descriptions. E. Nameplate schedule: Schedule shall include location, size of nameplate, letter size, and nameplate text. Refer to Section 26 05 53. F. Shop Drawings: Show dimensions, physical configurations, methods of connecting equipment, mounting details, and wiring schematics. Drawings shall be complete with device numbers, wire numbers, and terminal board numbers. Submit fabrication details and nameplate legends. Include material lists and/or bills of material. Submit manufacturer's catalog cuts for each item for which shop drawings are not required. Manufacturers' catalog cuts, specifications, or data sheets shall be clearly marked to delineate the options or styles to be furnished. Grant County MPE System Expansion Contract Documents 26 05 00-1 553-1860-014 January 2026 Common Work Results for Electrical 281 G. Factory Tests: Submit reports of factory tests and adjustments performed by equipment manufacturers to the Engineer prior to field-testing and adjustment of the equipment. These reports shall identify the equipment and show dates, results of tests, measured values, and final adjustment settings. Provide factory tests and adjustments for equipment where factory tests are specified in the equipment Specifications. H. Record Drawings: 1. Contract Drawings — Upon completion of the work, transfer Contractor maintained as -built drawings to a clean set of full-size Drawings with red ink to indicate additions and green ink to indicate deletions. Submit these full-size Drawing markups to the Owner. 2. Equipment Manufacturer Shop Drawings —Upon completion of the work, submit the as -built drawings from the equipment manufacturer with any modifications performed in the field. Submit these drawings in Adobe Acrobat [*.PDF] format. 1.03 QUALITY ASSURANCE A. Referenced Standards: This section incorporates by reference the latest revision of the following documents in effect on the date of issuance of the Contract Documents. These references are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Reference Title ANSI A58.1 Minimum Design Loads for Buildings and Other Structures NFPA 70 NFPA 820 National Electrical Code (NEC) and local amendments Standard for Fire Protection in Wastewater Treatment and Collection Facilities NEMA National Electrical Manufacturers Association ICEA Insulated Cable Engineers Association IBC/IBO International Building Code UL Underwriters Laboratories IEEE Institute of Electrical and Electronics Engineers ANSI/NETA-ATS 2017 Standard for Acceptance Testing Specifications B. Electrical equipment, materials, and installations methods shall conform to applicable local and state codes, as well as the editions of the following in effect on the date of issuance of the Contract Documents: Reference Title NEC National Electrical Code NESC National Electrical Safety Code Grant County MPE System Expansion 26 05 00-2 Contract Documents 553-1860-014 January 2026 Common Work Results for Electrical 282 C. Identification of Listed Products: 1. Electrical equipment and materials shall be listed and labeled for the purpose for which they are to be used, by UL or equivalent Nationally Recognized Testing Laboratory (NRTL) agency. Independent testing laboratory shall meet the requirements of the local or state inspection authority having jurisdiction. 2. When a product is not available with a testing laboratory listing for the purpose for which it is to serve, the product may be required by the inspection authority to undergo a special inspection. All costs and expenses incurred for such inspections shall be included in the original contract price. 3. When the product is an assemblage of individual parts, whether the individual parts are listed or not, the entire assemblage shall be listed and labeled as a complete unit for the purpose for which it is to be used. 4. Where existing products are field modified, the product shall be re-evaluated by UL, equivalent NRTL agency, or special inspection and be relisted and re -labeled as a complete unit for the purpose for which it is to be used. 5. Provide equipment with service entrance labels in those cases where the NEC requires such labels. D. Series short circuit ratings for protective devices are not allowed. E. Factory Acceptance Tests: Where specified in the specification section, perform factory tests at the place of fabrication. Perform on completion of manufacture or assembly. 1.04 DEFINITIONS A. Elementary or Schematic Diagram: A schematic (elementary) diagram shows, by means of graphic symbols, the electrical connections and functions of a specific circuit arrangement. The schematic diagram facilitates tracing the circuit and its functions without regard to the actual physical size, shape, or location of the component devices or parts. B. One -Line Diagram: Shows by means of single lines and graphical symbols the course of an electrical circuit or system of circuits and the components, devices, or parts used therein. Physical relationships are usually disregarded. C. Block Diagram: A diagram of a system, instrument, computer, or program in which selected portions are represented by annotated boxes and interconnecting lines. D. Wiring Diagram or Connection System: A wiring or connection diagram includes all of the devices in a system and shows their physical relationship to each other including terminals and interconnecting wiring in an assembly. This diagram shall be in a form showing interconnecting wiring only by terminal designation (wireless diagram), or (b) a panel layout diagram showing the physical location of devices plus the elementary diagram. Grant County MPE System Expansion Contract Documents 26 05 00-3 553-1860-014 January 2026 Common Work Results for Electrical 283 E. Interconnection Diagram: 1. Show all external connections between terminals of equipment and outside points, such as motors and auxiliary devices. 2. References shall be shown to all connection diagrams which interface to the interconnection diagrams. 3. Interconnection diagrams shall be of the continuous line type. 4. Bundled wires shall be shown as a single line with the direction of entry/exit of the individual wires clearly shown. Wireless diagrams and wire lists are not acceptable. 5. Each wire identification as actually installed shall be shown. 6. The wire identification for each end of the same wire shall be identical. 7. All devices and equipment shall be identified. 8. Terminal blocks shall be shown as actually installed and identified in the equipment complete with individual terminal identification. 9. All jumpers, shielding and grounding termination details not shown on the equipment connection diagrams shall be shown on the interconnection diagrams. 10. Wires or jumpers shown on the equipment connection diagrams shall not be shown again on the interconnection diagram. 11. Signal and DC circuit polarities and wire pairs shall be shown. 12. Spare wires and cables shall be shown. F. Arrangement, Layout, or Outline Drawings: An arrangement, layout, or outline drawing is one which shows the physical space and mounting requirements of a piece of equipment. It may also indicate ventilation requirements and space provided for connections or the location to which connections are to be made. 1.05 LOCATIONS A. General: Use equipment, materials, and wiring methods suitable for the types of locations in which they are located, as defined in Paragraph B herein. B. Definitions of Types of Locations: 1. Dry Locations: Indoor areas which do not fall within the definitions below for Wet or Damp Locations and that are not otherwise designated on the Contract Drawings. 2. Wet Locations: Locations exposed to the weather, whether under a roof or not, or designated as Wet Locations by applicable codes and regulations, unless otherwise designated on the Contract Drawings. 3. Damp Locations: Location wholly or partially underground, or having a wall or ceiling forming part of a channel or tank, or designated as Damp Locations by applicable codes and regulations, unless otherwise designated on the Contract Drawings. Grant County 553-1860-014 MPE System Expansion 26 05 00-4 January 2026 Contract Documents Common Work Results for Electrical 284 1.06 DRAWINGS A. The Electrical Contract Drawings are diagrammatic; exact locations of products shall be verified with the Engineer prior to installation. Except where special details are used to illustrate the method of installation of a particular piece or type of equipment or material, the requirements or descriptions in this and other Division 26 sections shall take precedence in the event of conflict. B. Field -verify scaled dimensions on Contract Drawings. C. Review the Contract Documents of other trades and perform the electrical work that will be required for the installations. D. Prepare drawings specified as part of the work per the Specifications and submit per Division 1. E. Drawings shall be complete with borders and title blocks clearly identifying Contract name, equipment, and the scope of the Drawing. F. Submit in writing to the Engineer details of any proposed changes in or departures from the Contract Documents along with the reasons, therefore. Make no changes or departures without the prior written favorable review of the Engineer. G. Maintain a set of As -Built Drawings on -site that documents changes made to both the Contract Drawings and approved Equipment Manufacturer Shop Drawings. 1.07 JOB CONDITIONS A. General: Unless otherwise indicated, size and de -rate equipment and materials for the ambient conditions, but not less than an ambient maximum temperature of 400 C at an elevation ranging from 1,000 to 1,500 feet without exceeding the Manufacturer's stated tolerances. B. Operations: 1. Keep power shutdown periods to a minimum. 2. Carry out shutdowns only after the schedule has been favorably reviewed by the Engineer. C. Construction Power: 1. Make arrangements for the required construction power. 2. When required, provide equipment, materials and wiring in accordance with the applicable codes and regulations. 3. Upon completion of the project, remove temporary construction power equipment, material, and wiring from the site as the property of the Contractor. Grant County MPE System Expansion Contract Documents 26 05 00-5 553-1860-014 January 2026 Common Work Results for Electrical 285 D. Seismic: 1. Provide calculations for overturning moment and design of the embedded anchors for securing free-standing equipment to the building structure. 2. Fasten equipment that is front -accessible only to the wall or ceiling as well as the floor per Division 3 specifications. 1.08 STORAGE OF MATERIALS AND EQUIPMENT A. Store materials and equipment per Manufacturer's recommendations. B. Store indoor equipment and materials to be permanently located indoors and seal with plastic film wrap. 1.09 DAMAGED PRODUCTS A. Notify the Owner in writing in the event that any equipment or material is damaged. B. Obtain prior favorable review by the Owner before making repairs to damaged products. 1.10 MATERIALS A. Provide first quality, new materials, free from defects, and suitable for the intended use and space. Where two or more units of the same class of material are required, provide products of a single manufacturer. B. Unless otherwise indicated, provide materials and equipment that are the standard products of manufacturers regularly engaged in the production of such materials and equipment. Provide the Manufacturer's latest standard design that conforms to these Specifications. 1.11 WARRANTY A. Warranty shall be in accordance with individual equipment Specifications. PART 2 — PRODUCTS 2.01 EQUIPMENT AND MATERIALS A. General: 1. Equipment and materials shall be new and free from defects. 2. All material and equipment of the same or a similar type shall be of the same manufacturer throughout the work. 3. Unless otherwise indicated, provide materials and equipment that are the standard products of manufacturers regularly engaged in the production of such materials and equipment. Provide the manufacturer's latest standard design that conforms to these Specifications. Grant County 553-1860-014 MPE System Expansion 26 05 00-6 January 2026 Contract Documents Common Work Results for Electrical 286 B. Equipment Finish: Unless otherwise indicated, electrical equipment and materials shall be painted by the manufacturer. Repair any final finish that has been damaged or is otherwise unsatisfactory using touchup materials approved by the manufacturers, to the satisfaction of the Owner. PART 3 — EXECUTION 3.01 PERMITTING A. Contractor shall submit and pay applicable fees for electrical permit. 3.02 GENERAL A. Construction: 1. Work shall be performed by craftsmen skilled in their trade. Work shall present a neat, finished appearance. 2. Unless otherwise indicated, electrical layout Drawings are diagrammatic. 3. Coordinate the location of electrical material or equipment with other equipment and work. 4. Install equipment in strict accordance with the manufacturer's instructions unless directed otherwise. Wherever a conflict occurs between manufacturer's instructions, codes and regulations, or these Contract Documents, follow Engineer's direction. Keep a copy of manufacturer's installation instructions on the job site available for review at all times. 5. Provide protection for materials and equipment against loss or damage. Protect everything from the effects of weather. Prior to installation, store items in indoor locations. In addition, items subject to corrosion under damp conditions, and items containing insulation, such as transformers, motors, and control, shall be stored in indoor, heated, dry locations. 6. Do not cut or notch any structural member or building surface without specific approval of Engineer. Carefully carry out any cutting, channeling, chasing, or drilling of floors, walls, partitions, ceilings, paving, or other surfaces required for the installation, support, or anchorage of conduit, raceways, or other electrical materials and equipment. Following such work, restore surfaces neatly to original condition using skilled craftsmen of the trades involved at no additional cost to the Owner. 7. Label electrical and control equipment, including electrical switchgear, motor starter panels, control panels, equipment within electrical and control panels, disconnect switches, motors, pumps, local control stations, instrument transmitters and analytical controllers. Grant County MPE System Expansion Contract Documents 26 05 00-7 553-1860-014 January 2026 Common Work Results for Electrical 287 B. Housekeeping: 1. Protect electrical equipment from dust, water, and damage. 2. Wipe motor control centers, switchgear, and buses free of dust and dirt on the outside keep dry and vacuumed on the inside within 30 days of substantial completion. 3. Touch up any scratches on equipment as to match color, finish, durability of existing finish. 4. During construction, allow no electrical equipment to be temporarily exposed to weather, debris, liquids, or damage. In addition, items subject to corrosion under damp conditions, such as transformers, motors, and control, shall be stored in indoor, heated, dry locations. 5. Following installation, protect materials and equipment from corrosion, physical damage, and the effects of moisture on insulation. Cap conduit runs during construction with manufactured seals. Keep openings in boxes or equipment closed during construction. 6. Keep the premises free from accumulation of waste material or rubbish. Upon completion of work, remove materials, scraps, and debris from premises and from interior and exterior of devices and equipment. C. Dust Free Areas: 1. Protect electrical, instrumentation and control equipment from dust by wrapping the equipment in plastic film wrap until installed to prevent dust from entering the equipment. 2. Once electrical, instrumentation and control equipment are installed, protect from dust. Rewrap the equipment if necessary to keep the equipment dust free. 3.03 FIELD TESTS A. Perform inspection and acceptance testing and submit test reports for the equipment specified in this section and other Division 26 sections. B. Give a 1-week notice to the Engineer and Owner prior to any test to permit witnessing the test. C. Retesting will be required for unsatisfactory tests after the equipment or system has been repaired. Retest related equipment and systems if required by the Engineer. Repair and retest equipment and systems that have been satisfactorily tested but later fail, until satisfactory performance is obtained. D. Tests: 1. Testing shall include the tests specified in Division 26 equipment specifications. 2. Operational Tests: Operationally test all circuits to demonstrate that the circuits and equipment have been properly installed, adjusted, and are ready for full-time service. Demonstrate the proper functioning of circuits in all modes of operation, including alarm conditions, and demonstrate satisfactory interfacing with the data acquisition and alarm systems. Grant County 553-1860-014 MPE System Expansion 26 05 00-8 January 2026 Contract Documents Common Work Results for Electrical 288 3.04 FINAL CLEANING A. Contractor shall provide final cleaning of electrical equipment and work spaces and work areas. B. Contractor shall clean all items worked on under this Contract. Contractor shall leave work areas free of stains, damage, or other defects prior to final acceptance: 1. Cleaning shall include wiping, sweeping, and vacuuming to leave work areas and equipment free of dust, debris, and moisture: a. Electrical enclosures shall be vacuumed and wiped down of work dust and debris prior to energizing. 3.05 RECORD DRAWINGS A. Maintain a set of as -built drawings on site that documents changes made to both the Contract Drawings and approved Equipment Manufacturer Shop Drawings. B. At the completion of the project, Contractor shall submit a set of as -built drawings which include the as -built red -lines from the project. Contractor shall submit red -lines to manufacturer's shop drawings. Grant County MPE System Expansion Contract Documents 26 05 00-9 553-1860-014 January 2026 Common Work Results for Electrical 289 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 26 05 00-10 553-1860-014 January 2026 Common Work Results for Electrical 290 SECTION 26 05 19 LOW -VOLTAGE WIRE AND CABLE PART 1 — GENERAL 1.01 SUMMARY A. Provide low -voltage wire and cable as shown on the Contract Drawings, as specified herein, and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Comply with the following requirements: 1. NFPA 70 National Electrical Code (NEC). 2. ANSI/NETA ATS-2013 Standard for Acceptance Testing Specifications. 3. Local codes and ordinances. 1.03 SUBMITTALS A. Submit product information including manufacturer product specifications including standards, material,. and certifications. B. Shop Drawings: Submit product information/data and shop drawings for materials in accordance with Section 26 05 00, "Common Work Results for Electrical." 1.04 STORAGE AND HANDLING A. Store equipment per Manufacturers' recommendations. 1.05 WARRANTY A. Warranty shall be for a period of no less than 1 year from substantial completion of project. B. Warranty shall include travel, parts and shipping, and labor at no cost to the Owner. PART 2 — PRODUCTS 2.01 GENERAL A. Comply with the following standards: 1. UL 83 for thermoplastic insulated wire and cable. 2. UL 44 for rubber or rubber -like and cross -linked thermosetting polyethylene insulated wire and cable. 3. TIA/EIA-568-B.2-1 for CAT6 networking cables. Grant County 553-1860-014 MPE System Expansion 26 05 19-1 January 2026 Contract Documents Low -Voltage Wire and Cable 291 B. Provide copper wire only. C. Nounderground splices allowed unless approved bvthe Engineer. 2.02 WIRE AND CABLE IN RACEWAY A. Povver, Light, and Control Conductors: 1. Use stranded wine for control conductors and all power conductors. Use #12 or #10AWG conductors for receptacles and lighting. 2. Insulation: Rated for 8OOV: a. Use Type XHHW-2 for: 1) Motor loads regardless of location. 2) Underground and exterior locations. 3) Unheated concrete structures. 4) Lighting and receptacle conductors. 5) Gouthvvreorequal. b. Use Type THHNfor: 1) Wiring within control panels. 2) Control Circuits. c. Variable Frequency Drive Multi -Conductor Cable (VFD CA.): 1) Provide between each VFDand associated motor. 2) Conductor: 3C-7strand copper conductors toASTMB8. 3)Flame-retardant'cross-linked polyethylene (FR XLpB'90=C'wet/dry (UL44) XHHW-2. 4) Grounding Conductors: Three stranded bare copper grounds symmetrically located incontinuous contact with acopper tape shield. S) Shielding: Dual copper tape shields helically wound with 5096 overlap. 8) Assembly: 3-phase conductors with symmetrically located bi-sectional grounding conductors incontinuous contact with acopper tape shield. 7) Overall Jacket: 8O"C-25"C flame retardant yellow PVC LAG (Low Acid Gas) sunlight resistant. oo�/am�o/* Grant County MpE System Expansion 2605/9-2 January 2026 Contract Documents Low -Voltage Wire and Cable 292 8) Temperature: 90° C wet/dry. 9) Approvals: IEEE 383, 707000 BTU flame test; UL 1277 and UL 1581; tray cable rated (TC). 10) Manufacturer: a) Anixter-Shawflex VFD Cable. b) Belden VFD Cable. c) Or equal. d. Use Twisted Shielded Pair Cable (TSP) for: 1) Wiring between analog field devices and PI -Cs. 2) Single twisted, shielded pair or triad, #16 AWG, instrumentation cable, UL listed. NEC type TC. 3) Conductor: Bare annealed copper; stranded in accordance with ASTM B8. 4) Insulation: 15 mil, 90° C Dry/75° C Wet, Polyvinyl chloride (PVC) with 4 mil nylon conduit or jacket. 5) Lay: Twisted on a 2-inch lay. 6) Shield: 100%, 1.35 mil aluminum-Mylar tape with #18 AWG 7-strand tinned copper drain wire. 7) Jacket: 45 mil polyvinyl chloride (PVC). 8) Flame Resistance: UL 1277. 3. Insulation: Rated for 300 V: a. Use CAT6 cable for: 1) Wiring between PLC, radio, and network switches where applicable or as shown on the Contract Drawings: Grant County MPE System Expansion Contract Documents a) Cable construction shall be four twisted pairs of #22-24 AWG insulated solid conductors. b) Cable shall be UL listed. 26 05 19-3 553-1860-014 January 2026 Low -Voltage Wire and Cable 293 2.03 JOINTS, TAPS, SPLICES, AND TERMINATIONS A. Conductors #10 AWG and Smaller: Use twist type insulated wire nut solderless connectors. B. Conductors #8 AWG and Larger: Use solderless compression type connectors that will not loosen under vibration or normal strains. C. Control and Instrumentation Conductors: Use crimp -type spade connectors where control wires are connected to screw terminals of equipment. D. Joints, Taps, and Splices Located in Enclosures Subject to Moisture: Use watertight splice kits: 1. Contractor shall obtain written approval for each location where wiring splices are required. E. Contractor shall obtain written approval from Owner and Engineer prior to splicing feeder conductors or instrumentation/control wiring. 2.04 PERMANENT WIRE MARKERS A. Provide as specified in Section 26 05 53, "Identification for Electrical Systems." 2.05 COLOR CODING A. General: 1. Multiconductor control cable colors shall be Manufacturer's standard. B. Control Conductors: 1. Provide conductors with a minimum of five unique insulation colors for the installation of control conductors within the same raceway. Do not use brown, orange, and yellow for control conductor insulation colors. C. Power Conductors: 1. Power conductors shall be color coded in accordance with the following table. For multiconductor cables colored tape may be applied to the ends to provide the required t-^I^r r,nrhn Use Cable Color Three-phase, 460/277 V power Phase A Brown Phase B Orange Phase C Yellow Neutral Gray Ground Green Three-phase, 120/208 V power Phase A Black Phase B Red Grant County MPE System Expansion Contract Documents 26 05 19-4 553-1860-014 January 2026 Low -Voltage Wire and Cable 294 Use Cable Color Phase C Blue Neutral White Ground Green Single-phase, 120/240 V power Line 1 Red Line 2 Black Neutral White Ground Green 2. Conductors sized #6 AWG and larger may be black with colored 3/4-inch vinyl plastic tape applied in 3-inch lengths around the cable at each end. 3. Mark the conductor cables at terminations and on cables in pull boxes, handholes, and manholes. 4. Provide identification of the coding scheme at branch circuit and feeder circuits in accordance with the requirements of NEC 210.5 and 215.12. PART 3 — EXECUTION 3.01 INSTALLATION A. Install wiring system in accordance with Manufacturer's recommendations. B. Install wire and cable in conduit unless otherwise shown on the Contract Drawings. C. Maintain barrier or conduit separation between power conductors and instrumentation conductors to avoid magnetic interaction where such conductors enter and pass through same manhole, handhole, casing pipe, box, or enclosure. D. Exercise care in pulling wires and cables into conduit or wireways so as to avoid kinking, putting undue stress on the cables, or otherwise abrading them. No grease will be permitted in pulling cables. Only listed pulling compound will be permitted. The raceway construction shall be complete and protected from the weather before cable is pulled into it. Swab conduits before installing cables and exercise care in pulling to avoid damage to conductors. E. Cable bending radius shall be per applicable code. Install feeder cables in one continuous length unless splices are favorably reviewed by Engineer. F. Provide an equipment -grounding conductor, whether or not it is shown on the Contract Drawings, in any flexible conduit or any raceway in which all or any portion of a run consists of nonmetallic duct or conduit. For flexible conduit, an external bonding jumper is an acceptable alternative. Grant County MPE System Expansion Contract Documents 26 05 19-5 553-1860-014 January 2026 Low -Voltage Wire and Cable 295 G. In panels, bundle incoming wire and cables, #6 AWG and smaller; lace at intervals not greater than 6 inches; neatly spread into trees and connect to respective terminals. Allow sufficient slack in cables for alterations in terminal connections. Perform lacing with plastic cable ties. Where plastic panel wiring duct is provided for cable runs, lacing is not necessary when the cable is properly installed in the duct. H. For cables crossing hinges, utilize extra flexible stranded wire, make up into groups not exceeding 12, and arrange so that there will be protection from chafing and excess flexing when the hinged member is moved. 3.02 CONDUCTOR SPLICES AND TERMINATIONS A. Splices: 1. Install conductors without splices unless necessary for installation, as determined by the Engineer. Splices, when permitted, and terminations shall be in accordance with the splice or termination kit Manufacturer's instructions. Splice or terminate wire and cable as follows: a. Watertight Splices: Splices in concrete pull boxes, for any type of cable or wire, shall be watertight. Make splices in low -voltage cables using epoxy resin splicing kits rated for application up to 600 V. B. Terminations: Terminate stranded #14 wire using crimp -type terminals where not terminated in a box lug -type terminal. Terminals must be coordinated with type of terminal board where provided. 3.03 CONDUCTOR IDENTIFICATION A. Install as specified in Section 26 05 53, "Identification for Electrical Systems." 3.04 FIXTURE OUTLETS A. Use minimum #12 AWG wire for conductors supplying power to single fixture. 3.05 SIGNAL CABLE A. Circuits: 1. Run as individually shielded twisted pairs or triads. 2. Do not, in any case, make up a circuit using conductors from different pairs or triads. 3. Use triads wherever 3-wire circuits are required. 4. Unless otherwise indicated, provide terminal blocks at instrument cable junctions, and identify circuits at such junctions. 5. Run signal circuits without splices between instruments, terminal boxes, or panels. Grant County 553-1860-014 MPE System Expansion 26 05 19-6 January 2026 Contract Documents Low -Voltage Wire and Cable 296 B. Shields are not acceptable as a signal path, except for circuits operating at radio frequencies and utilizing coaxial cables. C. Common grounded return conductors for two or more circuits are not acceptable. D. Unless otherwise indicated, bond shields to the signal ground bus at the control panel and isolated from ground and other shields at other locations. Provide terminals for running signal leads and shield drain wires through junction boxes. E. Terminal Boxes: 1. Provide at instrument cable splices. 2. If cable is buried or in raceway below grade at splice, provide an instrument stand as specified with terminal box mounted approximately 3 feet above grade. 3.06 FIELD TESTS A. Perform inspection and acceptance testing and submit test reports for the equipment specified in this section and other Division 26 sections. B. Give a two week notice to the Engineer and Owner prior to any test to permit witnessing the test. C. Retesting will be required for all unsatisfactory tests after the equipment or system has been repaired. Retest all related equipment and systems if required by the Engineer. Repair and retest equipment and systems that have been satisfactorily tested but later fail, until satisfactory performance is obtained. D. Field Test Report: 1. A field test report shall be prepared and submitted as a single bound submittal package and shall include each test specified in this section and other Division 26 sections. Include separators and tabs, or other means of identification, for each individual test. 2. The test data records shall include the following: a. Identification of the testing technician and organization. b. Equipment identification. c. Description of test method and equipment, including test equipment calibration dates. d. Identification of conditions that may affect the test results such as humidity and temperature. e. Date and time. f. Inspection and test results. For each test, include range of acceptable test values. Grant County MPE System Expansion Contract Documents 26 05 19-7 553-1860-014 January 2026 Low -Voltage Wire and Cable 297 9. Indication of "as -found" and "as -left" results, as applicable. h. Comments and test summary. E. Conductor Insulation Test: 1. Perform an insulation resistance test for each conductor with a circuit voltage above 150 V to ground. 2. Test procedure shall conform to NETA ATS. 3. Insulation -resistance test values shall not be less than 50 megohms. F. Signal Cable: 1. Test each signal pair or triad for electrical continuity. 2. Test each shield drain conductor for continuity. Shield drain conductor resistance shall not exceed the loop resistance of the pair or triad. 3. Test each conductor (signal and shield drain) for insulation resistance with all other conductors in the cable grounded. 4. Instruments used for continuity measurements shall have a resolution of 0.1 ohms and an accuracy of better than 0.1 % of reading plus 0.3 ohms. Use a 500-volt megohmmeter for insulation resistance measurements. G. Phase Rotation: The phase rotation of all circuits shall be clockwise in sequence. The Contractor shall verify that each three-phase service, feeder, and branch circuits meet this requirement. A record shall be kept at each circuit tested and, on completion, submitted to the Engineer for review. Grant County MPE System Expansion Contract Documents END OF SECTION 26 05 19-8 553-1860-014 January 2026 Low -Voltage Wire and Cable 298 SECTION 26 05 26 GROUNDING SYSTEM PART 1 — GENERAL 1.01 SUMMARY A. This section specifies the system for grounding electrical equipment, exposed non -energized metal surfaces of equipment, and metal structures. 1.02 QUALITY ASSURANCE A. Referenced Standards: This section incorporates by reference the latest revision of the following documents. These references are part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the more constrictive requirements shall prevail. 1. NFPA 70: National Electric Code (NEC). 2. U L. 1.03 SUBMITTALS A. Procedures: Section 26 05 00, "Common Work Results for Electrical." B. Product Data. C. Grounding System Test Results per Part 3 of this section. 1.04 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 26 05 00. 1.05 WARRANTY A. Warranty shall be for a period of no less than 1 year from substantial completion of project. B. Warranty shall include travel, parts, shipping, and labor at no cost to the Owner. PART 2— PRODUCTS 2.01 GENERAL A. The grounding system shall consist of grounding conductors, ground bus, ground fittings and clamps, and bonding conductors to equipment and structural steel as shown on the Contract Drawings or as required to meet the requirements of the NEC. Grant County MPE System Expansion Contract Documents 26 05 26-1 553-1860-014 January 2026 Grounding System 299 2.02 SYSTEM COMPONENTS A. Ground Conductors: 1. Conductors shall be soft -drawn copper. 2. Sizes over #6AWGshall bastranded. 3.Coat ground connections with electrical joint compound, nonpetroleumtype, listed for copper and aluminum applications. 4. Provide ground conductors with either green colored insulation or uninou|ated bare copper unless noted otherwise in the Contract Documents. 5.If cable sizes are not specified,the minimum sizes shall be as follows: a. Grounding Electrode, buried: #4/0A\&G. b. 480VGvvitohgeer #4/0A\&G. d. Lighting Panels: #1/OA\&G. e. Exposed Metal: #2A\&G. B. Ground Connections: 1. Binding Post Connectors: a. Lugs for attachment of cables to steel enclosures shall be of the binding post type with a 1/2-13 NC stud. b. Each post shall accommodate cables from #4 AWG to # 4/0 AWG. 2. Compression Connectors: a. Material -pure wrought copper extrusions. b. Irreversible compression connection. c. Acceptable Manufacturer: 1) Thomas and Betts. 2) Burndv. 3) OrApproved equal. Grant County MpESystem Expansion Contract Documents 260526-2 553/e60-0** January 202e 300 3. Bolted Connectors: a. Acceptable Manufacturer: 1) Burndy. 2) O. Z. Gedney. 3) Or Approved equal. C. Enclosure Ground Bar: 1. Equipment grounding terminal bar shall have screw terminals listed for #14 AWG through #4 copper conductors. 2. Ground bar shall be large enough to terminate required number of grounding conductors in panel. D. Ground Bus Bar: 1. Ground bus bars shall be 1/4 inch thick by 4 inches wide by 12 inches long. 2. Ground bus bars shall be provided with insulators, stainless steel brackets, stainless steel mounting bolts, and be UL Listed. 3. Ground bus bars shall be provided with a hole pattern sufficient for terminating the required amount of grounding conductors shown on the Contract Drawings, plus 25% spare. PART 3 — EXECUTION 3.01 INSTALLATION A. Ground equipment for which a ground connection is required per NEC whether or not the ground connection is specifically shown on the Contract Drawings. B. Prior to making ground connections or bonds, clean metal surface at the point of connection. C. Grounding Electrode System: 1. Attach ground wire to a point ahead of water meter or service shut-off valve, when available. 2. Attach ground wire to structural steel where available. D. Main and Supplemental Grounding Electrode Conductors: 1. Install jumper or shunt around water meter and/or shut-off valve when applicable. 2. Attach nonferrous metal tag at water pipe connection to warn against removal. E. Install properly terminated equipment grounding conductor in all flexible conduits. Grant County 553-1860-014 MPE System Expansion 26 05 26-3 January 2026 Contract Documents Grounding System 301 3.02 RACEWAY GROUND A. Metallic Conduits: 1. Assembled to provide a continuous ground path and bonded using insulated grounding bushings. B. Nonmetallic Conduits: Insulated ground conductor sized in compliance with the NEC. C. Grounding Bushings: Connected to the grounding system using conductors sized in compliance with NFPA 70. D. Every conduit carrying a circuit of over 50 V to ground shall contain a ground conductor sized in compliance with NEC. E. Duct Banks: 1. . Run along the duct bank a continuous #2/0 AWG minimum bare copper conductor. 3.03 EQUIPMENT AND ENCLOSURE GROUND A. Connect electrical and distribution equipment to the grounding system. Cables sized as indicated on the Contract Drawings and in these Specifications. B. Connect nonelectrical equipment with metallic enclosures to the grounding system. 3.04 TESTING A. Perform META recommended testing for existing, revised, and new grounding systems. Grant County MPE System Expansion Contract Documents END OF SECTION 26 05 26-4 553-1860-014 January 2026 Grounding System 302 SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 — GENERAL 1.01 SECTION INCLUDES A. This section specifies the furnishing of installation of hangers and supports for electrical systems as indicated on the Contract Drawings and herein specified. 1.02 REFERENCE STANDARDS A. This section incorporates by reference the latest revision of the following documents. These references are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail: 1. ASTM A123: Standard specification for zinc coatings on iron and steel. 2. ASTM A193/A193M REV C: Alloy -steel and stainless -steel bolting materials for high -temperature service. 3. NFPA 70: National Electrical Code (NEC). 1.03 SYSTEM DESCRIPTION A. Design Requirements: 1. Delegated Design: The following systems shall be designed and sealed by an Washington State Registered Professional Structural Engineer to ensure conformance with IBC seismic, building, and load requirements: a. Suspended raceway supports. b. Wall raceway supports. 2. Raceway supporting systems, structures, and elements shall be designed to meet seismic and other building structural requirements and to support the static and dynamic load of the wiring and raceways that they will carry. 1.04 SUBMITTALS A. Shop Drawings: Submit product information/data shop drawings for materials in accordance with Section 26 05 00, "Common Work Results for Electrical." B. Include manufacturer's product information including catalog cuts. C. Submit Operation and Maintenance Manuals in compliance with pertinent provisions of Division 1. Grant County 553-1860-014 MPE System Expansion 26 05 29-1 January 2026 Contract Documents Hangers and Supports for Electrical Systems 303 D. Submit sealed structural drawings when raceway support systems require design by a registered engineer. E. Submit attachment details for any new support connections to the existing structure. 1.05 SEISMIC SUPPORT A. Mechanical, instrumentation and control, electrical, nonstructural systems, components, and elements permanently attached to the structure shall be anchored and braced to resist seismic forces. Contractor shall design the structural components, seismic attachment, braces, and anchors to the structure for all parts or elements of the mechanical and electrical systems in accordance with Section 13 05 41. 1.06 WARRANTY 1. Warranty shall be for a period of no less than 1 year from substantial completion of project. 2. Warranty shall include travel, parts, shipping, and labor at no cost to the Owner. PART 2 -- PRODUCTS 2.01 GENERAL FASTENING AND SUPPORT HARDWARE A. Provide fasteners, anchors, clamps, supports, strut, rod, plates, posts, and brackets made of the following material in the identified area: 1. Electrical Rooms, Mechanical Rooms, and exterior areas — Hot dipped galvanized. B. Expansion shield and tamperproof pin style anchors are not acceptable. Size anchors to meet load requirements. Minimum size anchor bolt is 3/8 inch. C. All equipment fasteners and anchors shall be reversible to allow equipment to be removed or replaced. D. All conduit supports shall include braces for seismic loadings. 2.02 RACEWAY SUPPORTS A. Conduit Supports: 1. Provide strut channel with end caps to support groups of conduits. 2. Individual conduit supports shall be one -hole pipe straps used with clamp backs and nesting backs where required. B. Ceiling Hangers: 1. Ceiling hangers shall be adjustable rod hangers as specified. Straps or hangers of plumber's perforated tape are not acceptable. 2. Unless otherwise indicated, hanger rods shall be 1/2-inch all -thread rod and shall meet ASTM A193. Grant County 553-1860-014 MPE System Expansion 26 05 29-2 January 2026 Contract Documents Hangers and Supports for Electrical Systems 304 C. Suspended Raceway Supports (Racks): 1. Suspended raceway supports shall consist of concrete inserts, rod hangers, and jamb nuts supporting strut channel or lay -in pipe hangers as required. 2. Unless otherwise indicated, hanger rods shall be 1/2-inch all -thread rod and shall meet ASTM A193. 3. Brace suspended raceway supports at 30-foot intervals (alternating from one side to the other) to meet specified seismic requirements. PART 3 e EXECUTION 3.01 GENERAL A. Treat ferrous metal exposed male threads, cut surfaces, and damaged ends with corrosion -resistant coatings, such as "Zinc -It" prepared by CRC, "Crown Premium 7007" prepared by L. H. Dottie, or "Devcon Z" prepared by ITW Polymers & Fluids, or approved equal. Application shall follow manufacturer's recommendation. 3.02 HANGER AND SUPPORT LOCATIONS A. Locate at least one hanger or support within 2 feet from a conduit change in direction, change in elevation, adjacent to flexible joints and couplings, and where shown on the Contract Drawings. B. Locate a vertical conduit support within 1 foot above each floor penetration. C. Locate hangers and supports to ensure that connections to equipment, panels, etc., are substantially free from loads transmitted by the conduit. D. Conduit supports shall not be placed at a location which will cause interference with the operation of equipment or other items that need to be accessed for regular operation and maintenance of the facility. Do not install conduit supports and hangers in equipment access areas. E. Maximum Support Spacing: Support spacing shall be designed and sealed by a Washington State Registered Professional Structural Engineer. In no case shall the maximum spans exceed those listed as follows: 1. Support spacing shall not exceed 4 feet for PVC and any other nonmetallic piping systems. 2. Support spacing shall not exceed 6 feet for metal conduit systems unless otherwise approved by the Engineer. Grant County MPE System Expansion Contract Documents 553-1860-014 26 05 29-3 January 2026 Hangers and Supports for Electrical Systems 305 3.03 INSTALLATION A. Conduit support hangers, brackets, etc. shall be of suitable capacity and shall be appropriate to the individual structural member used to support the conduit. B. Conduit may be supported from the nearest structural element (ceiling, wall) as long as these attachments shall not cause the structural member to exceed the design live load criteria shown on the Contract Drawings. C. Do not support any conduit from any piping supports. D. Brace hanging conduit against horizontal movement by both longitudinal and lateral sway bracing. E. Install lateral supports for seismic loads at all changes in direction and where conduit support does not provide adequate lateral support for tributary seismic loads. F. Install hangers and supports to allow controlled thermal and seismic movement of conduit systems, to permit freedom of movement between conduit support anchors, and to facilitate action of expansion joints and similar units. G. Install pipe anchors where required to withstand expansion thrust loads and to direct and control thermal expansion. H. Repair mounting surfaces to original condition after attachments are made. I. Strut System Installation: Arrange for grouping of parallel runs of conduit and support together on field -assembled struts. J. Bolted attachments to the building structural steel shall be in accordance with the equipment manufacturer's installation instructions. Unless otherwise indicated, do not drill or burn holes in the building structural steel. K. Do not use hanger components for purposes other than that for which they were designed. Do not use them for rigging and erection purposes. L. Finishing hanger and support components in contact with nonmetallic conduit shall be free of burrs and sharp edges. M. Prior to grouting, rough finished floor beneath structural attachments and framing channel post bases. Grout between base plate and floor shall be free of voids and foreign material. N. Provide plastic or rubber end caps at the exposed ends of all framing channels that are located up to 7 feet above the floor. 3.04 ANCHOR BOLTS A. Anchor bolt material and installation requirements shall conform to Specification Section 13 05 41. END OF SECTION Grant County 553-1860-0 9 4 MPE System Expansion 26 05 29-4 January 2026 Contract Documents Hangers and Supports for Electrical Systems 306 SECTION 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 — GENERAL 1.01 SUMMARY A. Provide raceway and boxes as shown on the Contract Drawings, as specified herein, and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Comply with the following requirements: 1. NFPA 70 National Electrical Code (NEC). 2. Local codes and ordinances. 1.03 SUBMITTALS A. Shop Drawings: Submit product information/data and shop drawings for materials in accordance with Section 26 05 00, "Common Work Results for Electrical." 1.04 WARRANTY A. Warranty shall be for a period of no less than 1 year from substantial completion of project. B. Warranty shall include travel, parts, shipping, and labor at no cost to the Owner. PART 2 — PRODUCTS 2.01 GENERAL A. Provide conduit system of the types indicated in Paragraph 3.01 of this section. B. Provide minimum of 3/4-inch trade size conduit. C. Both 90-degree short radius and 90-degree large radius adapter elbows are prohibited. D. Provide junction boxes as necessary to facilitate pulling and/or splicing of wires. E. All equipment fasteners and anchors shall be reversible to allow equipment to be removed or replaced. F. At all boxes and equipment, provide insulated -type metallic grounding bushings for metallic conduits. Hubs and bushings shall be of the same material as the conduit used. Bond together all conduits to provide continuity of the equipment grounding system. Size bonding conductor per NEC. Grant County 553-1860-014 MPE System Expansion 26 05 33-1 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 307 2.02 METAL CONDUIT AND FITTINGS A. Galvanized Rigid Steel Conduit (GRS) and Fittings: 1. Conduit: Comply with ANSI C80.1 and UL 6 standards. 2. Fittings: Comply with UL 514B and NEMA F131 and F132.1 0 standards. 3. Hot -dip galvanized steel. 4. Couplings shall be threaded type. Setscrew -type and compression -type are not acceptable. 5. Union couplings for conduits shall be the three-piece (Erickson) type. Threadless couplings shall not be used. 2.03 RIGID NONMETALLIC CONDUIT AND FITTINGS A. Polyvinyl Chloride Conduit (PVC) and Fittings: 1. Conduit: Comply with NEMA TC2 and UL 651 standards. 2. Fittings: Comply with NEMA TC3 and UL 641 standards. 3. Joints shall be made with standard PVC Couplings. 4. Fittings shall be PVC solvent weld type. 5. PVC conduit shall have bell ends where terminated at walls and boxes. B. PVC40 — Schedule 40, high -impact polyvinyl chloride conduit. C. PVC80 — Schedule 80, high -impact polyvinyl chloride conduit. 2.04 CONDUIT CORROSION PROTECTION TAPE A. 3M Scotchrap All -Weather corrosion protection tape 50 or approved equal: 1. 10 mill PVC backing, moisture, abrasive, and UV resistance. 2. Corrosion protection for conduits and fittings. 2.05 FLEXIBLE CONDUIT AND FITTINGS A. Liquidtight Flexible Metal Conduit and Fittings: 1. Conduit: Comply with UL 360 standards: a. Galvanized flexible steel core. b. Provide outer liquidtight, PVC sunlight resistant jacket. 2. Fittings: Comply with UL 514B and NEMA F131 standards. Grant County 553-1860-014 MPE System Expansion 26 05 33-2 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 308 B. Liquidtight Flexible Nonmetallic Conduit and Fittings: 1. Conduit: Comply with UL 1660 standards. 2. Fittings: a. Shall comply with UL 514B and NEMA F131 standards. b. Shall be NMLT three-piece connectors. 2.06 CONDUIT BODIES A. Metallic Conduit Bodies: Comply with NEMA FB1 and UL 514 standards: 1. Use Form 7 ferrous alloy type with 316 stainless steel wedge -nut clip assembly for fastening covers. 2.07 EXPANSION FITTINGS A. Expansion Fittings: Comply with UL 514 standards: 1. Provide copper grounding strap and clamps. 2. Use Crouse -Hinds Type XJ, or equal. B. Expansion/Deflection Fitting: 1. Comply with UL 514 and 467 standards. 2. Use Crouse -Hinds Type XD, or equal. 2.08 DRAINS AND BREATHERS A. Automatic Drain -Breather: Use Crouse -Hinds Type ECD, or equal. B. Condensate Drain: 1. Use conduit outlet body, Type T: a. Provide threaded, galvanized plug with 3/16-inch drilled hole through plug. 2.09 WALL AND FLOOR SLEEVES .? A. Wall Sleeves: 1. Cast Iron Wall Sleeves: Use mechanical joint type with flanges tapped for studs. 2. Steel Wall Sleeves: Fabricate sleeve from Schedule 40 black steel pipe. Grant County 553-1860-014 MPE System Expansion 26 05 33-3 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 309 B. Link Seals: 1. Use modular mechanical type consisting of interlocking solid rubber links designed for positive hydrostatic pressure of 20 psig: a. Connect each pair of links by a carbon steel zinc phosphate plated bolt and nut, each with a heavy Delrin plastic elongated washer: 1) Acceptable product: "LINK -SEAL" as manufactured by Garlock Pipeline Technologies or equal. 2.10 CONDUIT PENETRATIONS A. Enclosures: Provide zinc Myers hub with Viton o-ring and Lexan insuliner (by Cooper Crouse -Hinds or equal) for termination of conduits to enclosures. Provide ground nut as required. 2.11 HAZARDOUS LOCATION SEALING FITTINGS A. Comply with UL 886 standard. B. Use malleable iron, zinc plated, or copper -free aluminum fittings. C. Use O-Z/Gedney Type EYSX, EYDX, or equal. D. Use O-Z/Gedney Type EYF fiber packing, or equal, to form dam inside fitting. E. Use O-Z/Gedney Type EYC sealing compound, or equal. 2.12 FLEXIBLE SEALING COMPOUND A. Use Panduit DS-5 duct sealing compound, or equal, where air and vapor tight conduit sealing is required. 2.13 OUTLET BOXES AND JUNCTION BOXES A. Flush Mounted: Provide hot -dipped galvanized steel boxes and accessories suitable for application and type construction. B. Surface Mounted: Provide corrosion -resistant single or multiple gang malleable iron Type FD cast boxes with threaded hubs, or pressed steel boxes as permitted under Part 3 of this section. C. Weatherproof Boxes: Provide gasketed covers and corrosion proof fasteners. D. Cast Metal Boxes: 1. Box bodies and cover shall be cast or malleable iron with a minimum wall thickness of 1/8 inch at every point, and not less than 1/4 inch at tapped holes for rigid conduit. Bosses are not acceptable. 2. Mounting lugs shall be provided at the back or bottom corners of the body. Grant County 553-1860-014 MPE System Expansion 26 05 33-4 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 310 3. Covers shall be secured to the box body with #6 or larger brass or bronze flathead screws. 4. Boxes shall be provided with neoprene cover gaskets. 5. Where only cast aluminum is available for certain types of fixture boxes, an epoxy finish shall be provided. 6. Outlet boxes shall be of the FS types. Boxes shall conform to FS W-C-586C, UL 514A, and UL 514C. E. Pull Boxes and Junction Boxes: 1. Except where NEMA 4X stainless steel boxes are called for, boxes shall be fabricated from carbon steel per UL 50. 2. Boxes shall be welded construction with seams or joints closed and reinforced. 3. Boxes shall be galvanized after construction. 4. Boxes intended for outdoor use shall be cast metal with threaded hubs and neoprene gasketed covers. Cover retention shall be by corrosion -resistant stainless steel screws. 5. Boxes located outdoors and over 6 inches wide and 6 inches high for wiring operating at 601 V or higher shall be padlockable. 6. Boxes and cabinets shall be securely fastened to building structural members to prevent movement in any direction. Boxes shall not be supported by lighting fixtures, suspended ceiling support wires, or freely hanging rods: a. Covers of boxes and cabinets mounted in horizontal plane (top or bottom) either shall weigh not more than 40 pounds or shall require not more than 40 pounds of force to open or close. b. Covers of boxes and cabinets mounted in vertical plane (front, back, sides) either shall weigh not more than 60 pounds or shall require not more than 60 pounds of force to open or close. Covers over 30 pounds shall be furnished with angle support at bottom to carry weight of cover for assembly. c. Covers of boxes and cabinets weighing more than 30 pounds shall be provided with lifting handles or some means of grasping other than edges. 2.14 PULL BOXES AND SPECIAL PURPOSE OUTLET BOXES A. Provide pull boxes with covers held in place by corrosion -resistant machine screws, and of type or NEMA rating as shown on the Contract Drawings. B. Provide special purpose outlet boxes furnished with fixtures and devices where standard outlets are not applicable. Grant County MPE System Expansion Contract Documents 553-1860-014 26 05 33-5 January 2026 Raceway and Boxes for Electrical Systems 311 C. Underground Marking Tape: 1. Used for early warning protectionofdigging oroundunderorounduUUUoo. 2. Low density polyethylene plastic, nominally 8inches wide and 4mil thickness. 3. Plastic Color: Red. 4. A 0-inch-vide rneteUio lined tape (detectable) with red polyethylene film on bop and clear polyethylene film onthe bottom. 5. The rneeaege shall be clearly printed with black over red tape and shall read "CAUTION ELECTRIC LINE BURIED BELOVV" 6. Acceptable Manufacturers: o. Brodv|dento|ine. b. Services and Materials Buried Underground Tape. o. Somerset (Thomas & Betts) Proteot-AUno. d. C)rapproved equal. PART 3—EXECUTION 3.01 .NSTALLATICXN—FACEWAY A. Install conduit and fittings inaccordance with manufacturer's recommendations. B. Run exposed conduits parallel to or at right angles with lines of building or structure. C. Route conduit runs above suspended panel ceilings so as not to interfere with panel removals. D. Keep conduit plugged, clean, and dry during construction. E. Install wall sleeves as shown on the Contract Drawings and where conduits pass through foundation vva||s below grade. F. Install expansion fittings in the following locations: 1. Conduit runs crossing structural expansion joint. 2. Conduit runs attached totwo separate structures. 3.Conduit runs where movement perpendicular to axis of conduit may be encountered. Gran 553-1860-0*4 MPE System Expansion 260533-6 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 312 G. Conduit runs extending through areas of different temperature or atmospheric conditions, or partly indoors and partly outdoors must be sealed, drained, and installed in a manner preventing drainage of condensed or entrapped moisture into cabinets, boxes, fixtures, motors, or equipment enclosures. The wall, ceiling and/or floor penetrations associated with these conduit runs shall be sealed using a link -seal or equivalent sealing method approved by the Engineer. H. Conduits Run in Concrete Structures: 1. Comply with applicable provisions of ACI 318 for conduits embedded in structural frame slab. 2. Install conduits parallel to each other spaced on center of at least three times conduit trade diameter with minimum 2-inch concrete covering. 3. Conduits over 1-1/2 inches may not be installed in slab without approval of Engineer. I. Install bushings with ground lugs and integral plastic linings at equipment with open -bottom conduit entrances. J. In precast areas, run conduits in roof insulation space. Use 3/4-inch maximum conduit size. K. Install GRS in the following locations unless otherwise shown on the Contract Drawings: 1. Concealed in poured concrete walls and floor or roof slabs. 2. Concealed in insulation above poured or precast concrete roof slabs. 3. Exposed. L. Install liquidtight flexible metal conduit and fittings for connections to motors, instrumentation, and equipment subject to vibration and at locations shown on the Contract Drawings: 1. For corrosive or outdoor environments, install liquidtight flexible nonmetallic conduit and fittings. 2. Liquidtight flexible nonmetallic conduit to be no greater than 36 inches in length in any situation unless prior written approval is provided by the Engineer. M. Exterior Underground Conduit: 1. Provide conduits or ducts terminating below grade with means to prevent entry of dirt or moisture. 2. Underground conduit bend radius shall be not less than 2 feet at vertical risers nor less than 3 feet elsewhere. 3. Underground conduit shall be minimum 1-inch PVC40 with GRS ells and GRS risers. Grant County 553-1860-014 MPE System Expansion 26 05 33-7 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 313 4. Provide detectable underground marking tape placed 6 to 12 inches below finished grade and directly above the conduit. 5. Transition from Underground to Above Grade: Provide GRS conduit sweep and GRS conduit riser to a distance of at least 12 inches above grade. 6. Underground sweeps shall be long radius GRS unless otherwise noted on the Contract Drawings. 7. Unless otherwise indicated, use 6-inch coarse sand backfill on all sides of underground conduit. N. Corrosion Protection Tape: 1. Apply corrosion protection tape to GRS conduit at locations where conduit transitions from below grade to the above grade: a. Apply corrosion protection tape to conduit a minimum of 6 inches below grade and a minimum of 6 inches above grade. 3.02 INSTALLATION — BOXES A. Install boxes in accordance with manufacturer's recommendations. B. Pressed sheet metal device boxes shall only be used in locations where EMT is approved or inside finished walls. C. Use weatherproof boxes for interior and exterior locations exposed to weather or moisture. D. Do not install boxes back-to-back or through wall. Off set outlet boxes on opposite sides of wall minimum 12 inches. E. Set outlet boxes parallel to construction. F. Thoroughly clean boxes prior to installing wiring devices. G. Maintain minimum 4-inch separation between exposed power wires and control/instrumentation wires inside electrical handholes. H. Provide wall mounted supports for exposed control/instrumentation wires and cables in electrical handholes as shown on the Contract Drawings. 3.03 CUTTING AND PATCHING A. Make provisions for openings, holes, and clearances through walls, floors, ceilings, and partitions in advance of construction. B. Core drill through reinforced concrete with approval of Engineer. Grant County 553-1860-014 MPE System Expansion 26 05 33-8 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 314 C. Cut and patch in accordance with the following: 1. Surface Conditions: a. Inspection: 1) Inspect existing conditions, including elements subject to movement or damage during cutting, excavating, patching, and backfilling. 2) After uncovering the work, inspect conditions affecting installation of new work. b. Discrepancies: 1) If uncovered conditions are not as anticipated, immediately notify the Engineer and secure .needed directions. 2) Do not proceed until unsatisfactory conditions are corrected. 2. Preparation Prior to Cutting: Provide required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of the work. 3. Performance: a. Perform required excavating and backfilling as required under pertinent other sections of these specifications. b. Perform cutting and demolition by methods which will prevent damage to other portions of the work and provide proper surfaces to receive installation of repair and new work. c. Perform fitting and adjusting of products to provide finished installation complying with the manufacturer's recommendations for specified equipment, products, tolerances; and finishes. d. Perform slight alterations needed to make adjustable parts fit to fixed parts to provide a complete installation. e. Refinish surfaces as necessary to match adjacent finishes. 3.04 RESTRICTIONS A. Cross high temperature piping or ducts with 12-inch clearance. B. Do not route conduit over high temperature equipment, piping, or ducts. C. Do not route exposed conduit below and parallel to, or adjacent to water piping. D. Do not splice power wires, control/instrumentation wires/cables, or fiber optic cables in electrical handholes, except where otherwise permitted on Contract Drawings. Grant County MPE System Expansion Contract Documents 553-1860-014 26 05 33-9 January 2026 Raceway and Boxes for Electrical Systems 315 3.05 EXISTING CONDUIT A. The Contract Drawings do not show the location of existing conduit as indicated by available existing records. The proposed work may require crossing, relocating, and, in some cases, connecting to the existing conduits. B. Expose carefully the existing conduits throughout the area of proposed work: 1. Existing conduits that are to remain, shall be left undisturbed and in uninterrupted use until such time as a change is approved by the Engineer. C. Where the conduits are to cross or be connected to existing conduit, make a field check to determine whether any conflict will be encountered in laying the new conduit: 1. Adjust the location of new conduits, if necessary, as authorized by the Engineer, to avoid conflict with existing conduits. D. Where new conduits are to connect to existing conduits, provide fittings required to complete the connection, and do the work as expeditiously and carefully as possible: 1. Inspect and clean existing conduit prior to installing new wire: a. Blow out the conduit using compressed air to remove foreign material and water. Pull wire brush through conduit and blow out the conduit a second time using compressed air. b. Pull a test mandrel having a diameter equal to the nominal conduit inside diameter minus 1 /2 inch, and not less than 4 inches long, through each spare conduit. If the mandrel showed signs of protrusions on the inside of the conduit, repair or replace the conduit. Notify the Engineer and Owner if the existing conduit cannot be utilized. c. Clean up conduit threads at exposed conduit ends using a wire brush. d. Treat minor surface rust with a cleaning agent and apply zinc, rust inhibiting coating to the damaged area. E. Remove and replace existing conduits, fittings, boxes, and appurtenances as shown on the Contract Drawings: 1. Do not remove and replace existing items shown to remain unless approved by the Engineer. 3.06 EXPOSED OUTLET AND JUNCTION BOXES A. Use cast boxes unless noted otherwise on the Contract Drawings. B. Install weatherproof outlet, switch, and junction boxes outdoors and in any area where Contract Drawings show weatherproof (WP) wiring devices. Grant County MPE System Expansion Contract Documents 553-1860-014 26 05 33-10 January 2026 Raceway and Boxes for Electrical Systems 316 3.07 OUTLET BOX ACCESSORIES A. Provide outlet box accessories and mounting devices as required for each installation. 3.08 LIGHTING FIXTURE OUTLET BOXES A. Securely mount with approved type bar hangers spanning structural members to support weight of fixture. 3.09 OUTLET BOX LOCATIONS A. Location of outlets and equipment is approximate. Exact location to be verified and determined by: 1. Conflict with equipment of other trades. 2. Equipment manufacturer's Contract Drawings. 3. Engineer in field. B. Minor modification in location of outlets and equipment is considered incidental up to distance of 10 feet with no additional compensation, providing necessary instructions are given prior to roughing -in of outlet boxes and equipment. C. Nominal mounting heights for devices and equipment to be measured from either above finished floor (AFF) or above finished grade (AFG) to center line of device and, unless otherwise shown on the Contract Drawings, are as follows: 1. Switches: 48 inches AFF OR AFG. 2. AC Receptacles: 36 inches AFF or AFG. 3.10 INSTALLATION A. Outlet Boxes: 1. Provide fixture outlets with proper fixture connectors. 2. Box mounting height shall be dictated by the wiring device enclosed. 3. Blanking covers shall be installed on unused openings. 4. Sheet metal boxes shall be used in dry noncorrosive locations where the conduit system is routed concealed in the walls and ceilings. 5. Cast metal surface -mounted boxes shall be used in exterior and/or in wet locations. 6. Bonding jumpers shall be used around concentric or eccentric knockouts. 7. Boxes shall be securely mounted to the building structure independent of conduits entering or exiting the boxes. Grant County 553-1860-014 MPE System Expansion 26 05 33-11 January 2026 Contract Documents Raceway and Boxes for Electrical Systems 317 B. Junction Boxes and Pull Boxes: 1. Boxes shall be installed where required and where indicated on the Contract Drawings. 2. Boxes shall be readily accessible. 3. Boxes shall not be installed in finished areas. 4. Pull boxes shall be provided at a minimum of every 150 feet or after a combined conduit bend of 270 degrees. Whichever comes first. 5. Box dimensions shall be in accordance with size and quantity of conductors and conduits entering and leaving box per NEC Article 370 requirements. Grant County MPE System Expansion Contract Documents END OF SECTION 553-1860-014 26 05 33-12 January 2026 Raceway and Boxes for Electrical Systems 318 SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 —GENERAL 1.01 SECTION INCLUDES A. This section specifies products and procedures used to identify electrical system equipment and components. 1.02 REFERENCES A. None. 1.03 SUBMITTALS A. As specified in Section 26 05 00, "Common Work Results For Electrical." B. Manufacturer's descriptive literature and drawings for all materials. C. Submit under one submittal the following items: 1. Nameplate Schedules. 2. Wire Marker Schedules. PART 2 — PRODUCTS 2.01 CONDUCTORIWIRE MARKERS A. Identify power and control conductors at each termination, junction box, and pull point to allow for identification during future maintenance. B. Conductors size #10 AWG or smaller shall have identification sleeves. C. Conductors: 1. Identify each end as shown on the Drawings. 2. If not shown on the Drawings, identify conductor ends with the Equipment number, followed by -Cxx, where xx is a unique number for that wire. D. Machine print on sleeves with permanent black ink the letters and numbers that identify each wire. E. Figures: 1/8-inch high. F. Sleeves: Yellow or white tubing, sized to fit the conductor's insulation. Grant County 553- 1 860-0 14 MPE System Expansion 26 05 53-1 January 2026 Contract Documents Identification for Electrical Systems 319 G. Acceptable Manufacturer: 1. TIVIS Thermofit Marker System by Raychem Co. 2. Sleeve style wire marking system bvW.H.Brady Co. 3. Or Approved Equal. H.Adhesive or self-adhesive strips are only permitted inlocations where the wire is not spliced orterminated, and esleeve hanot possible. i For conductors #8A\&G and larger, use thermal -printed polyethylene taoofestenedvvith clear heat shrink tubing. 2.02 EQUIPMENT NAMEPLATES A. General: 1. For each piece ofelectrical equipment, provide o manufacturers nameplate showing manufacturer's name, location, pertinent ratings, and model designation. 2. Identify each piece of equipment and related controls with a rectangular screw -on type rigid laminated engraved plastic nameplate. Engrave nameplates with the inscriptions indicated on the Drawings and, ifnot soindicated, with the equipment name. Securely fasten nameplates inplace using two self -tapping 316 stainless steel screws. Where no inscription is indicated onthe Drawings, furnish nameplates with an appropriate inscription furnished b»the Engineer upon prior request b»the Contractor. 3. Each control device, including push buttons, control switches, and indicating lights, shall have an integral legend plate or nameplate indicating the device function. These shall be inscribed as indicated on the Drawings or as favorably reviewed by the Engineer. 4. Provide labeling for product attributes (for axenlole "Listed" or"Suitable for Use as Service Equipment") required by applicable electrical codes and regulations. Equipment installations shall not render such |obe|o inaccessible or unavailable for access by the AHJ. B. Provide nameplates on equipment: 1. Located onthe enclosure face. 2. Laminated plastic. 4. UVand scratch resistant. C. Nominal Size: 3/4 inch high, length as required. D. Black backgrounds with 3/16-inch white letters. Grant County 5531860-0*4 MPe System exoonomn 260553-2 January 2026 Contract Documents Identification for Electrical Systems E. If abbreviations are required because of space limitations, submit to the Project Representative prior to manufacture. F. The use of adhesives will not be permitted on the outside of enclosures. G. Nameplate schedule shall be included with all equipment submittals. 2.03 RACEWAY/CONDUIT MARKERS A. Provide raceway/conduit markers for new and unlabeled raceways and conduits within the project boundary. B. Provide raceway/conduit markers: 1. 316 Stainless steel. 2. Minimum dimensions: 1-inch by 3-inch by 18-gauge thick. 3. Two holes at each end for wire attachment. 4. Lettering: 1/4-inch tall, laser etched with black fill. 5. Attach with 316 stainless steel wire, 16 AWG minimum. PART 3 — EXECUTION 3.01 INSTALLATION A. General: 1. Label electrical and control equipment associated within scope of work. 2. Where mixed voltages are used in one building (e.g., 480 V, 208 V), each piece of equipment, including but not limited to, switchboard(s), panelboard(s), safety switches, etc., on each system must be labeled for voltage in addition to other requirements listed herein. 3. All panelboards must be identified with the same designation used on the Contract Documents. 4. Before attaching labels, clean all surfaces with the label manufacturer's recommended cleaning agent. 5. Install all labels firmly, as recommended by the label manufacturer. 6. Labels attached to wiring device faceplates and electrical equipment shall be installed plumb and neatly on all equipment. 7. Install nameplates parallel to equipment lines. 8. Secure nameplates to equipment fronts unless otherwise noted. Grant County 553-1860-014 MPE System Expansion 26 05 53-3 January 2026 Contract Documents Identification for Electrical Systems 321 9. Embossed tape will not be permitted for any application. 10. Stenciling is prohibited. 11. Labels: All labels shall be permanent and be machine -generated. No handwritten labels are allowed. 12. Label size shall be appropriate for the conductor size(s). All labels to be used shall be self -laminating, white/transparent vinyl and be wrapped around the conductor. 13. Flag type labels are not allowed. The labels shall be of adequate size to accommodate the circumference of the cable being labeled and properly self -laminated over the full extent of the printed area of the label. 3.02 RACEWAY NUMBERING SYSTEM A. General: 1. Identify each conduit, rack, and tray by using a three -segment conductor numbering scheme which defines the origin of the conductor, the function of the conductor, and the destination of the conductor. Example: MCCA-P-MCCB where MCCA is the origin, P is the function identification (P = power, C = control, S = signal, etc.), and MCCB is the destination. For conductors with one point of origin and two or more destinations, expand the function identification number, e.g., PA, PB, etc. 2. Make the origin and destination identification the specific names for the equipment used in the Contract Documents. Make the instrumentation and control identification names exactly as designated, i.e., FT-S-121. B. Conduit Identification: 1. Pressure stamp conduit numbers into a noncorrosive metal tag, such as 18 gauge stainless steel. Fix a tag with number to each end of each conduit and at each manhole, pull box, and handhole with Type 316 Stainless Steel wire or chain auto -locking nylon quick ties. Identify all exposed conduits at least once in each room. Text should be visible from a minimum of 5-foot distance. Adhesive labels will not be accepted. 3.03 LOW -VOLTAGE WIRE AND CABLE IDENTIFICATION A. Except for interior lighting and receptacle circuits, identify each wire or cable at each termination and in each pull box, junction box, handhole, and manhole using numbered and lettered wire markers. Electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard identification and circuit number. Identify motor control circuits using the equipment identification number assigned to the control unit by the motor control center manufacturer and the motor control unit terminal number. Identify other circuits as shown in the Drawings or as favorably reviewed by the Engineer. Grant County 553-1860-014 MPE System Expansion 26 05 53-4 January 2026 Contract Documents Identification for Electrical Systems 322 B. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number. C. Provide schedule identifying various power and lighting conductors from power source to equipment or device served. D. Color Coding: 1. Provide color coding for circuit conductors. #6 and smaller shall be of appropriate color for the entire length. Insulation color shall be green for grounding conductors. Current carrying conductor colors shall be as follows: a. 480Y/277 V, Three -Phase, Power: (A) Brown, (B) Orange, (C) Yellow, and (N) Grey. b. 208Y/120 V, Three -Phase, Power: (A) Black, (B) Red, and (C) Blue, and (N) White. c. 240/120 V, Three -Phase, Power: (A) Black, (B) Orange, and (C) Blue, and (N) White. d. 120/240 V, Single -Phase, Power: (A) Black and (B) Red, and (N) White. e. 120 V, Control: Multi -color. 2. Provide appropriate color coding electrical tape at terminations on conductors without continuous color -coded insulation. Conductor colors shall be as listed above. 3.04 SIGNAL CABLE IDENTIFICATION A. Identify each wire or cable at each termination, in each pull box, and in each handhole using numbered and lettered wire markers. Electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify other circuits as shown in the Drawings or as favorably reviewed by the Engineer. B. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number. Grant County MPE System Expansion Contract Documents = ►1ZT C7T 26 05 53-5 553-1860-014 January 2026 Identification for Electrical Systems 323 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 26 05 53-6 553-1860-014 January 2026 Identification for Electrical Systems 324 SECTION 26 27 26 WIRING DEVICES PART 1— GENERAL 1.01 SECTION INCLUDES A. Work Included: 1. Installation, connection, and furnishing of all single, duplex, GFI, and special purpose receptacles complete with wall plates and/or covers as shown on the Drawings. 2. Installation, connection, and furnishing of all single -pole, three-way, pilot lights, and momentary position toggle switches complete with wall plates and/or handle operators as shown on the Drawings. 1.02 REFERENCE STANDARDS A. ANSI C73: Plugs and Receptacles. B. ANSI C73a: Plugs and Receptacles. C. FS W-C-596 D and E: General Specifications for Cable Outlet Electrical Connector. D. FS W-S-896 D and E: General Specifications for Flush Mounted Toggle and Lock Switches. E. NEMA WD 1: General Requirements for Wiring Devices. F. NEMA WD 6: Wiring Devices — Dimensional Requirements. G. UL 20-11) 20-12: General -Use Snap Switches. H. UL 498: Electrical Attachment Plugs and Receptacles. I. UL 514A: Metallic Outlet Boxes. J. UL 514B: Fittings for Cable and Conduit. K. UL 514C: Nonmetallic Outlet Boxes, Flush Device Boxes, and Covers. L. UL 514D: Cover Plates for Flush -Mounted Wiring Devices. M. UL 943: Ground Fault Circuit Interrupters. N. UL 943A, 943B: Leakage Current Protection. Grant County MPE System Expansion Contract Documents 26 27 26-1 553-1860-014 January 2026 Wiring Devices 325 1'03 SUBMITTALS A. Procedures: Refer to8ection260500'"Common Work Results for Electrical'"and Division - 1. B. Shop drawings and product information data. 1.04 QUALITY ASSURANCE A. Source Quality Control: 1. Products shall belisted and labeled b«en approved Nebonsdk/ Recognized Testing Lab (NRTL) such as Underwriter's Laboratories, Inc. (UL), ETL or Canadian Standards 1.05 DELIVERY, STORAGE, AND HANDLING A.Contractor shall ensure electrical equipment received is stored inedry, secured, safe |000ton, protected from vvoter, rain, dirt, construction debris, and traffic. Storage and handling shall beper the manufacturer's requirements: 1. Contractor is responsible for e|eothoo| equipment until the equipment has been commissioned and successfully demonstrated to the Owner. 1.06 WARRANTY A. Warranty shall be for a period of no less than 2 years from substantial completion of project. B. Warranty oheU include travel, parts` shipping, and labor at no cost to the Ovvner. PART 2 — PRODUCTS 2.01 GENERAL A. Individual device types shall be provided from a single manufacturer. B. Acceptable Manufacturers: 1. Hubbell. 3. Pooa& Seymour. 4. [)rapproved equivalent. Grant County MpESystem Expansion Contract Documents 262726-2 553-/860-0/4 January 202e Wiring Devices 326 2.02 RECEPTACLES A. General: Receptacles shall be specification grade, heavy-duty, high -abuse, grounding type conforming to NEMA configurations, NEMA WD1, and UL 498 Standards. B. Single and Duplex Receptacles: 1. Receptacles shall be of back and side wire design utilizing screw -type terminals. Receptacles shall be rated 20 A, two -pole, three -wire, 120 V, NEMA 5-20 configuration, self -grounding. Power contacts shall be a T-type design and shall be brass. Ground contacts shall be brass. 2. Color shall be white. Devices shall have a nylon or polycarbonate composition face with a nylon or melamine body. Units shall comply with Federal Specification W-C-596E and meet UL 498 test requirements. C. Special Purpose Receptacles: Receptacles shall be of the amperage, voltage, and NEMA configuration indicated on the Drawings. Compliance to standards and tests. shall be as listed in Item B above. D. G F I Receptacles: 1. Device shall be rated 20 A, two -pole, three -wire, 120 V, conforming to NEMA WD1.10 configuration. Face shall be nylon or polycarbonate composition meeting UL 498 test standards. Unit shall have test and reset push buttons and LED indicator. 2. GFCI component shall meet UL 943 Class A standards with a tripping time of 1 /40 second at 5 mA current unbalance. Operating range shall extend from 31 OF to 158°F. Unit shall have transient voltage protection and shall be ceramic encapsulated for protection against moisture. E. Load -Break Power Receptacles: Special purpose receptacles shall be of the amperage and voltage rating, number of poles, and pin configuration indicated on the Drawings. Units shall be supplied with matching plugs and shall be capable of interrupting, without any device damage, the full amperage rating. F. Surface Multiple -Outlet Assemblies: Units shall have outlets on center -to -center spacing as indicated on the Drawings. Assembly shall conform to Article 353 of the NEC and receptacles shall conform to the standards listed in Item A above. 2.03 NETWORK DATA JACK OUTLET A. General: RJ-45 Data Jack outlets shall be specification grade, heavy-duty, high -abuse, grounding type conforming to TIA-568A: 1. Copper conductor material. Grant County MPE System Expansion Contract Documents 26 27 26-3 553-1860-014 January 2026 Wiring Devices 327 2.04 SWITCHES A. Line -Voltage Types: Switches shall be rated 20 A at 120 VAC only. Units shall be flush -mounted, self -grounding, quiet -operating toggle devices. Handle color shall be ivory in industrial areas and white or ivory in office and laboratory areas. Units shall conform to Federal Specifications W-S-896 D and E, UL 20-11 and UL 20-2, and NEMA WD1 Standards. 2.05 PLATES AND COVERS A. General: Plates shall be of the style to match the wiring devices, and of the required number of gangs. Plates shall conform to NEMA WD1, UL 514D, and ANSI C73. Plates shall have rounded corners and beveled edges. B. Cover plate for network data jack outlet shall have two RJ45 socket port wiring plug jack outlets for Ethernet network connection. 1. Cover plate shall have a placard indicating termination address, and the placard shall be visible on exterior surface of cover plate. C. Cover plates shall be as follows: 1. UL Listed. 2. Interior locations shall be Stainless Steel. Stainless Steel: Plates shall be 0.035 inches thick with beveled edges and shall be manufactured from No. 302 alloy having a brushed or satin finish. 3. Exterior of Building: a. Cover plates shall meet the NEC "Extra Duty" requirement, have gaskets, four mounting screws, and lockable cover protecting against unauthorized use or tampering. b. Shall be rated NEMA 3R, UL listed, and heavy-duty die cast aluminum construction. c. Shall be for use with single gang for one GFCI duplex receptacle, depth 4-3/4 inches, vertical orientation. d. Acceptable manufacturers: 1) Mulberry Metal. 2) Or approved equal. e. Switches: Locking weatherproof, cast metal, padlockable toggle switch cover. Grant County 553-1860-014 MPE System Expansion 26 27 26-4 January 2026 Contract Documents Wiring Devices 328 PART 3 — EXECUTION 3.01 INSTALLATION OF WIRING DEVICES A. Dry Locations: The device shall be installed in flush -mounted boxes with washers as required to bring the device mounting strap level with the surface of the finished wall. B. Damp or Wet Exterior Locations: Install only wiring devices approved for outdoor service in these locations. C. Mounting Heights: See Section 26 05 33, "Raceway and Boxes for Electrical Systems." D. Damp or Wet Interior Locations: 1. Install only wiring devices approved for outdoor service. 2. Adjust boxes so that front edge will be 1 /4 inch beyond the rear edge of the finished wall. 3. Use product listed for use to bring device -mounting straps flush with the front edge of the finished wall. E. Receptacles: 1. Receptacles shall be grounded by a grounding conductor, not by a yoke or screw contact. 2. Receptacles shall be installed with connections pigtailed (spliced) to the branch circuit wiring so that removal of the receptacle will not lose neutral continuity and branch circuit power will not be lost to other receptacles on the same circuit. F. -Switch-rated Plugs and Receptacles: 1. Coordinate with Owner on the installation of the new plug/receptacles. 2. Replace the existing plugs on the existing equipment with the new plugs. 3. Provide Owner with the spare plug assembly. 3.02 INSTALLATION OF WALL PLATES A. General: Plates shall match the style of the device and shall be plumb within 1 /16 inch of the vertical or horizontal. B. Interior Dry Locations: Install plates so that all four edges are in continuous contact with the finished wall surfaces. Plaster filling will not be permitted. Do not use oversize plates or sectional plates. C. Exterior and/or Wet Locations: Install plates with gaskets on wiring devices in such a manner as to provide a rain -tight weatherproof installation. Cover type shall match box type: 1. Wall plates in exterior/wet locations shall be "in -use" type weatherproof covers. Grant County 553-1860-014 MPE System Expansion 26 27 26-5 January 2026 Contract Documents Wiring Devices 329 D. Future Locations: Install blanking cover plates on all unused outlets. E. Contractor shall label each new wall plate with power source electrical circuit identification. Example: "DP-11, CKT 7." 3.03 TESTS A. Receptacles: 1. Receptacles shall be tested for blade and ground -plug tension prior to installation. Do not install any receptacle having less than 16-ounce individual blade retention. 2. After installation of receptacles, circuits shall be energized and each receptacle tested for proper ground continuity, reversed polarity, and/or open neutral condition. B. GFI receptacles shall be tested with the circuits energized. Devices shall be tested with a portable GFI receptacle tester capable of circulating 7.5 mA of current, when plugged in, between the "hot" line and "ground" to produce tripping of the receptacle. Resetting and tripping shall be checked at least twice at each GFI receptacle. Grant County MPE System Expansion Contract Documents END OF SECTION 26 27 26-6 553-1860-014 January 2026 Wiring Devices 330 SECTION 26 26 00 PROTECTIVE DEVICES AND SWITCHES PART 1 — GENERAL 1.01 SECTION INCLUDES A. Circuit protective devices and switches. 1.02 REFERENCE STANDARDS A. NEMA ICS 3 — Industrial Systems. B. NEMA ICS 6 — Enclosures for Industrial Controls and Systems. C. UL 489-9 — Molded Case Circuit Breakers, Molded Case Switches, and Circuit Breaker Enclosures. D. UL 698 —Industrial Control Equipment for Use in Hazardous (Classified) Locations. E. UL 894 —Switches for Use in Hazardous (Classified) Locations. F. NFPA 70 — National Electric Code. 1.03 SUBMITTALS A. Per Division 1. 1.04 WARRANTY A. Warranty shall be for a period of no less than 2 years from substantial completion of project. B. Warranty shall include travel, parts, shipping, and labor at no cost to the Owner. PART 2 — PRODUCTS 2.01 GENERAL A. All current carrying components including bus, conductors, and terminals shall be copper. No aluminum components shall be accepted. B. All devices shall have a minimum short-circuit withstand capacity greater than the available short-circuit current at the location in the power distribution system where the device is installed. Grant County 553-1860-014 MPE System Expansion 26 28 00-1 January 2026 Contract Documents Protective Devices and Switches 331 2.02 CIRCUIT BREAKERS, MOLDED CASE A. Thermal magnetic with the ampere rating as specified. B. Unless otherwise indicated, circuit breaker interrupting rating: 1. 141000 A symmetrical minimum for service at 240 V and below. 2. 421000 A symmetrical minimum for service above 240 V. r� ^ 2.03 SAFETY DISCONNECT SWITCHES A. Safety disconnect shall be a heavy-duty safety switch with the current ratings and number of poles as indicated by the Drawings. The switches shall be 600 V type: 1. Safety disconnect switches shall be provided with auxiliary contacts. Auxiliary contacts shall close before the switch opens (make -before -break). PART 3 — EXECUTION 3.01 INSTALLATION A. Install units plumb within 1/8 inch of vertical, and in accordance with manufacturer's instructions. Make sure that fuse ratings are as shown on the Drawings, and that breaker trip settings are per the Engineer's instructions. 3.02 MOUNTING HEIGHTS A. Fusible switches and enclosed circuit breakers shall be centered 5 feet 0 inches above the floor. 3.03 FIELD TESTS A. Insulation Resistance Tests: Perform insulation resistance tests on circuits to be energized with a line -to -neutral voltage of 120 V or more. Make these tests after all equipment has been connected, except that equipment that may be damaged by the test voltage shall not be connected. Test the insulation with a 500 Vdc insulation resistance tester with a scale reading 100 megohms. The insulation resistance shall be 20 megohms or more. Submit results for review. B. Continuity Tests: Perform circuit continuity tests from a low -powered do test source to operate a buzzer or bell. Tests shall be made prior to energizing the protected circuit. C. Operating Tests: Demonstrate that the protected circuit can be manually controlled by the installed equipment. END OF SECTION Grant County 553-1860-014 MPE System Expansion 26 28 00-2 January 2026 Contract Documents Protective Devices and Switches 332 SECTION 26 29 13 ACROSS -THE -LINE MOTOR CONTROLLERS PART 1 o GENERAL 1.01 SUMMARY A. Provide motor starters as shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Provide push buttons, selector switches, and pilot lights as shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.02 SUBMITTALS A. Per Division 1. B. Submit shop drawings in compliance with pertinent provisions of Division 1 including enclosure dimensions, nameplate data, electrical ratings and characteristics, wiring diagrams and manufacturer's detailed specifications. C. Submit operation and maintenance manuals in compliance with pertinent provisions of Division 1. Include documentation showing final configuration of each solid state (electronic) overload relay, if applicable. 1.03 QUALITY ASSURANCE A. Comply with the following requirements: 1. NFPA 70 National Electrical Code (NEC). 2. Local codes and ordinances. B. Provide all motor starters of one manufacturer. 1.04 DELIVERY, STORAGE, AND HANDLING A. Comply with manufacturer's recommendations. 1.05 WARRANTY A. Warranty shall be for a period of no less than 2 years from substantial completion of project. B. Warranty shall include travel, parts, shipping, and labor at no cost to the Owner. Grant County MPE System Expansion Contract Documents 26 29 13-1 553-1860-014 January 2026 Across -the -Line Motor Controllers 333 PART 2 — PRODUCTS 2.01 GENERAL A. Provide motor starters as follows: 1. Comply with NEMA ICS-2 Standards. 2. International -European (I.E.C.) standards are not acceptable. B. Provide overloads sized to match motor nameplate full load amps (FLA) rating. C. Acceptable Manufacturers: 1. Allen-Bradley. 2. Eaton. 3. Square D. 4. Or approved equal. 2.02 MAGNETIC MOTOR STARTER A. Minimum Acceptable Short Circuit Withstand Rating in Combination with Motor Circuit Protective Device: 22,000 symmetrical amps. B. Provide Magnetic Motor Starter: 1. Mounted in vertical position, gravity dropout. 2. Double break silver alloy contacts. 3. Solid State (Electronic) Overload Relay: a. Manual reset button. b. Visible trip indication. c. Use NEMA Class 20 adjustment for general applications. d. Use NEMA Class 10 adjustment for submersible pump motors. 2.03 CONTROL CIRCUITS A. Provide maximum 120 Vac, 60 Hz. B. Size transformer for 1.25 times capacity required for all components in circuit. C. Refer to Contract Documents for motor starter schematics. D. Provide 30.5 mm, oiltight, heavy duty NEMA 4 rated push-button switches, selector switches, and pilot lights. Grant County 553-1860-014 MPE System Expansion 26 29 13-2 January 2026 Contract Documents Across -the -Line Motor Controllers 334 E. Use two -circuit contact blocks (one N.O. and one N.C. contact set) for push-button switches and selector switches. F. Push Button Switches: 1. Stop Push -Buttons: a. Provide nonilluminated momentary operation type operators. b. Provide red color button. 2. Start Push -Buttons: a. Provide nonilluminated momentary operation type operators. b. Provide black color button. 3. Emergency Stop (E-Stop) Push -Buttons: a. Provide nonilluminated maintained operation type operators. b. Provide red color 63-mm metal push button cap with no legend on cap. c. Provide behind each E-Stop a yellow legend plate with the wording "EMERGENCY STOP" to comply with NFPA 79. 4. Stop -Hold Switches: a. Use stop push button as specified above. b. Provide sliding latch with padlock provision to engage stop button in the OFF position. 5. Provide push buttons for other functions as shown on the Drawings. G. Selector Switches: 1. Provide selector switches including the operating knob, operating cam, and contact block(s). 2. Use black color operating knob. 3. Select operating cam and contact block combination to provide operating sequence as required. H. Pilot Lights: 1. Provide pilot lights with colored plastic lens as shown on the Drawings. 2. Provide 120 V, push -to -test type with LED lamp. I. Control Power: 1. Control power shall be derived from integral control power transformer (CPT). Grant County 553-1860-014 MPE System Expansion 26 29 13-3 January 2026 Contract Documents Across -the -Line Motor Controllers 335 2.04 ENCLOSURES A. Provide motor starter enclosures as follows: 1. Indoor Locations: NEIVIA 1 steel construction. 2. Outdoor or Wet Locations: NEIVIA 3R steel construction. 3. Corrosive Locations: NEIVIA 4X stainless steel. 4. Hazardous Locations: NEIVIA 7/9 cast iron or copper free cast aluminum. 2.06 NAMEPLATES A. Refer to Section 26 05 53, "Identification for Electrical Systems." PART 3 — EXECUTION 3.01 INSTALLATION A. Install motor starters in accordance with manufacturer's recommendations. B. Install push-button switches, selector switches, and pilot lights in accordance with manufacturer's recommendations. 3.02 FIELD QUALITY CONTROL A. Conduct field tests prior to energization as follows: 1. Perform tests as recommended by NETA. 1 2. Megger check wire insulation levels (do not megger check solid state equipment). 3. Record and provide results of tests to Engineer. END OF SECTION Grant County 553-1860-014 MPE System Expansion 26 29 13-4 January 2026 Contract Documents Across -the -Line Motor Controllers 336 SECTION 26 29 23 VARIABLE FREQUENCY DRIVES PART 1 — GENERAL 1.01 SUMMARY A. This section specifies variable frequency drive (VFD) controllers. The controllers are to include converters, inverters, control functions, instrumentation, filters, harmonic analysis, protective equipment and accessories necessary to provide the specified functions and features. 1.02 QUALITY ASSURANCE A. Referenced Standards: This section incorporates by reference the latest revision of the following documents. These references are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. Reference Title ETL ETL Testing Laboratories IEEE 519 IEEE Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems UL 508 Industrial Control Equipment UL 508A Standard for Safety Industrial Control Panels ANSI/NETA Standard for Acceptance Testing Specifications NFPA 70 National Electrical Code NRTL National Recognized Testing Laboratory OSHA Occupational Safety and Health Administration B. Source Quality Control: 1. Listed and labeled by Underwriter's Laboratories, Inc. (UL), ETL, or Canadian Standards Association. 2. All upgrades to specified requirements per UL 508 or ETL. C. Compatibility: VFD controller's performance shall be compatible with and tolerant of disturbances produced by other VFD controllers and not interfere with each other. 1.03 SUBMITTALS A. Procedures: Section 26 05 00, "Common Work Results for Electrical," and Division 1. B. Catalog and technical data indicating the equipment meets the Specifications. 1.04 STORAGE AND HANDLING A. Store per manufacturer's recommendations. Grant County MPE System Expansion Contract Documents 26 29 23-1 553-1860-014 January 2026 Variable Frequency Drives 337 1.05 WARRANTY 1. The warranty period shall be a minimum oft years from substantial completion, unless otherwise specified. 2. Warranty shall include travel, repair parts, shipping, and labor at no cost to the Owner for the duration of the warranty period. PART 2 — PRODUCTS 2.01 GENERAL A. Approved Manufacturer: 1. Schneider Altivar Series. 2. Yaskawa. 3. Allen-Bradley. 4. Or Approved Equal. 2.02 PERFORMANCE AND DESIGN REQUIREMENTS A. General: 1. Minimum Continuous Current Ratings: 1.15 nameplate current of driven motor at full voltage, torque and speed or current rating, whichever is greater. 2. Torque Requirements: Variable. 3. Enclosure: a. Open type. b. NEMA 1. c. Internal heatsink. 4. The use of isolation transformers is not allowed. 2.03 FABRICATION REQUIREMENTS A. General Requirements: 1. Pulse Width Modulated (PWM) drive design suitable for use with NEMA design B squirrel -cage induction motors rated for inverter duty at 480 V, 3 phase, 60 Hz with 1.15 service factor. Grant County 553-1860-014 MPE System Expansion 26 29 23-2 January 2026 Contract Documents Variable Frequency Drives 338 2. General Features: a. Inverter output shall be conditioned to prevent high voltage ringing on motor leads. Output filters are acceptable. b. Ultra -low harmonic VFDs are not acceptable. c. Microprocessor controlled pulse width modulation output voltage control strategy. d. Utilize pulse width modulation control techniques such that the maximum root mean square motor line current at rated voltage, torque and speed is less than 1.05 times that motor nameplate current. 3. Ratings: a. Rated Input Power: 480 V, plus 10% or minus 10%, 3 phase, 48 — 62 Hz incoming voltage imbalance of plus or minus 0.5%. b. Rated Output Power: 0-480 V, 'plus or minus 1 %, 3 phase, 1-90 Hz. c. Heavy Duty. d. VFD Efficiency: A minimum of 95% at 100% speed and torque at 400C ambient based upon measurement of input power versus output power with all specified components in system. e. Displacement Power Factor: The minimum displacement power factor the VFD controller shall present to the AC system shall be 95% at all speeds. The unit shall be designed to inherently provide this minimum power factor. f. Speed Range: 40:1. g. Input Speed Signal: A 4-20 mA DC from an external source. h. Output Contacts: Minimum four, electrically isolated, programmable auxiliary status contacts, 5 V at 120 Vac, for In -Auto, In -Manual, Running, and Fault. i. Input Contacts: Minimum two, electrically isolated, programmable auxiliary input contacts, 5 A at 120 Vac, for Auxiliary running relay, and Call to Run. 4. Frequency control and regulation: a. Range: 4 mA DC at minimum equipment speed and 20 mA DC at maximum equipment speed: 1) Proportional integral derivative capable input speed functionality. b. Accuracy: 1.0% of span. c. Deadband: 0.5% of span. d. Repeatability: 0.5% of span. e. Input signal impedance: 100 Ohms minimum, with isolated two -wire signal follower. Grant County MPE System Expansion Contract Documents 26 29 23-3 553-1860-014 January 2026 Variable Frequency Drives 339 f. Adjustable minimum and maximum output frequency limits. g. Independent timed linear acceleration and deceleration functions adjustable from 3 to 300 seconds. 5. Disconnects: a. Provide disconnects or circuit breakers integral to VFD. 6. VFD overload capacity: 150% of continuous current rating for one minute. B. Microprocessor Digital Control: 1. Drive operating parameters programmable. 2. Sealed keypad with pushbuttons or sealed membrane type keypad with LED or LCD display, mounted on device. 3. Operating parameters, fault, and diagnostic data maintained in non-volatile memory with historic log of fault and diagnostic data for a minimum of the four most recent events, and is accessible via keypad and RS232/RS422 serial port. 4. Utilize English messages and engineering units. 5. Menu driven. 6. Password security. 7. Computer Interface via Ethernet Communication Port: a. Adjust drive -operating parameters. b. Fault and diagnostic data accessible. 8. Display fault and diagnostic data. C. Basic Drive Features and Functions: 1. Automatic Restart Feature: a. Field selectable. b. Faults: 1) Overload. 2) Overvoltage. 3) Undervoltage. c. Final fault, requiring manual reset, if restart is not successful after three attempts at 30-second intervals between restart attempts. d. Provide drive with the ability to start into a motor that is spinning in the forward direction and assume normal operation upon auto restart of the drive. Grant County 553-1860-014 MPE System Expansion 26 29 23-4 January 2026 Contract Documents Variable Frequency Drives 340 2. Upon restoration of AC power after a loss of utility or standby power, the VFD controller shall not attempt to restart until an external start signal is received. The drive shall not require any type of reset command after a power outage. 3. Thirty -percent voltage dip ride through capability for one cycle. 4. Controllers shall be compatible and tolerant of disturbances produced by other VFD controllers and shall not interfere with each other. D. Protective Features and Functions: 1. Current limiting fuses, regulators, or other techniques for both internal and external fault protection. 2. Overvoltage protection on the incoming AC line. 3. Ground fault protection. 4. Single-phase fault or 3-phase short-circuit on VFD output terminals without damage to any power component. 5. Over -speed (over -frequency). 6. Instantaneous overcurrent and overvoltage trip with inverse time overcurrent protection. 7. Single phase and undervoltage trip. 8. Power unit over -temperature. 9. Electronic motor overload protection. 10. Desaturation circuit protection for the following conditions: a. VFD fault. b. Motor protection interlock. c. Emergency stop. 11. Overcurrent Protection: a. The VFD system shall provide adjustable electronic current limit. Current shall be accurate to within 1.0% and shall smoothly limit motor speed at whatever value is necessary to limit motor current to that value. b. The VFD shall provide motor running overcurrent protection in compliance with NFPA-70. 12. Short -Circuit Protection: a. The VFD shall be fully protected against load faults. b. Bolted, phase to phase, or phase to ground faults shall not damage the unit. Grant County 553-1860-014 MPE System Expansion 26 29 23-5 January 2026 Contract Documents Variable Frequency Drives 341 c. Fault protection shall be based on a power source short circuit capacity of 65,000 A RMS symmetrical at the VFD power input terminals. Any impedance or other current limiting necessary to meet this requirement shall be provided as part of the VFD system, and any losses caused by current limiting devices shall be included in efficiency calculations for the VFD system. 13. Line Voltage: The VFD shall be protected against high and low line voltage on one or more phases. 14. Internal Faults: The VFD shall incorporate an internal fault monitoring system to detect malfunctions. This system shall be designed to protect the VFD from transient and sustained faults and to limit damage that may be caused by these faults. 15. Motor Overtemperature: a. The VFD shall interface to motor temperature switches and shall shut down if the motor becomes overheated. b. The VFD shall include all components necessary to sense a contact opening and shutdown the affected motor if the motor winding temperature exceeds maximum rated operating temperature. c. Drive must be manually reset after a motor over -temperature trip. E. Line Reactor: 1. Ratings: a. 3% Impedance. b. 480 vac, 3 phase, 60Hz. c. Rated current sized in coordination with submitted VFD and motor. d. 150% Service factor. 2. Enclosure: a. NEMA 1. 3. UL Listed, NEMA MG-1 compliant. PART 3 ® EXECUTION 3.01 FACTORY TEST A. Perform Manufacturer's standard factory tests on each drive provided. B. Verify proper operation of all controls, instrumentation, and protective functions. Document testing and submit documentation. Grant County 553-1860-014 MPE System Expansion 26 29 23-6 January 2026 Contract Documents Variable Frequency Drives 342 C. Notify the Project Representative at least 1 week in advance of any test. Provide certified copies of the test reports. 3.02 TESTING AND STARTUP A. Startup and testing by manufacturer with support from Contractor. 3.03 TRAINING A. Training sessions for the operators shall be provided for a period of up to 4 hours or two periods of up to 2 hours. B. Training schedule and time distribution as noted in Paragraph A shall be at the discretion of the Owner. C. Trainer shall be manufacturer representative or personnel trained by manufacturers representative. Grant County MPE System Expansion Contract Documents END OF SECTION 26 29 23-7 553-1860-014 January 2026 Variable Frequency Drives 343 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 26 29 23-8 553-1860-014 January 2026 Variable Frequency Drives 344 345 SECTION 32 31 13 CHAIN -LINK FENCES AND GATES PART I — GENERAL 1.01 SUMMARY A. Remove and replace existing chain -link fencing and gates in kind where shown or required to complete the Work. B. Work includes selective removal, salvage of reusable parts, and installation of new fence fabric, posts, rails, fittings, barbed wire, and gates to match existing height, finish, and configuration. C. Coordinate all work with active landfill operations to maintain security and access. 1.02 REFERENCES A. ASTM A392 —Zinc-Coated Steel Chain -Link Fabric. B. ASTM F 1043 — Strength and Protective Coatings for Steel Framework. C. ASTM F626 — Fittings for Chain -Link Fence. D. ASTM Al 53 —Zinc Coating on Iron and Steel Hardware. E. WSDOT Section 8-10 —Chain Link Fence and Gates (for workmanship requirements). 1.03 SUBMITTALS A. Product data for replacement components demonstrating match to existing system. PART 2 — PRODUCTS 2.01 MATERIALS A. Match existing fence system in all respects: height (approx. 6 ft unless noted), mesh size, post diameter and wall thickness, rail size, coatings, color, and barbed-wire configuration. B. Replacement components shall equal or exceed the gauge, height, and coating thickness of existing materials. C. Posts, rails, and braces: Schedule 40 steel pipe or equal to existing; hot -dip galvanized per ASTM F 1043. D. Fabric: 9-gauge galvanized chain -link per ASTM A392, Class 2 coating. E. Fittings and hardware: Galvanized per ASTM Al 53, sized to match existing. F. Concrete for post foundations: 3,000 psi minimum compressive strength. Grant County 553-1860-014 MPE System Expansion 32 31 13-1 January 2026 Contract Documents Chain -link Fences and Gates 346 PART 3 — EXECUTION 3.01 PREPARATION A. Verify existing fence alignment and limits of removal with the Contracting Agency prior to starting work. 3.02 INSTALLATION A. Remove and replace fencing and gates only within limits shown or directed. B. Reuse existing posts or footings where approved; otherwise install new posts and footings to match existing size and depth. C. Install new fabric, rails, fittings, and hardware per WSDOT 8-10 workmanship requirements. D. Align and tension fabric to match adjoining fence. E. Restore disturbed surfaces and remove debris per WSDOT 1-04.11 Final Cleanup. 3.03 FIELD QUALITY CONTROL A. Confirm plumb, alignment, and tension of fabric. B. Demonstrate gate operation and latch function. Grant County MPE System Expansion Contract Documents END OF SECTION 3231 13-2 553-1860-014 January 2026 Chain -link Fences and Gates 347 DIVISON 33 UTILITIES 348 SECTION 33 05 23 PRE -FABRICATED UTILITY CONDUIT SYSTEM (UTILIDOR) PART 1 — GENERAL 1.01 SUMMARY A. This Section includes requirements for furnishing and installing a pre -manufactured utility conduit system (utilidor) for piping associated with the MPE well system expansion. Work includes trenching, bedding, prefabricated conduit structures, piping supports, utility insulation, and surface restoration. 1.02 RELATED SECTIONS A. 22 13 16, "Pipe and Fittings." B. 22 33 46, "Pipe Hangers and Supports." C. 03 30 01, "Cast -in -Place Concrete." D. WSDOT 7-08 — General Pipe Installation. 1.03 SUBMITTALS A. Submit in accordance with Division 1, Section 1-06.1(5) —Submittals. 1.04 QUALITY ASSURANCE A. Pre -manufactured systems shall be designed and fabricated in accordance with ASTM C857 and C858 (for utility structures). B. Contractor shall coordinate utilidor trenching with well utility piping layouts and elevations shown on Drawings. PART 2 — PRODUCTS 2.01 UTILIDOR CONDUIT SYSTEM A. Prefabricated or field -assembled utility trench/conduit system with integral lid or removable cover. B. Constructed of reinforced concrete, polymer concrete, or approved fiberglass composite. C. Minimum inside width 18 inches, depth per design, with anti -slip lid surface. D. Cable trays or pipe racks internal to conduit shall be factory -installed or field mounted per approved design. Grant County MPE System Expansion Contract Documents 553-1860-014 33 05 23-1 January 2026 Pre -Fabricated Utility Conduit System (Utilidor) 349 2.02 PIPE SUPPORTS INSIDE UTILIDOR A. Adjustable C-channel modular framing system with pipe clamps per Section 22 33 46. B. Supports shall be spaced per manufacturer's load requirements and pipe deflection criteria. 2.03 ACCESSORIES A. Drainage outlets or weep holes, if shown. B. Access hatches, signage, or marker tape. C. Sealants and gaskets for conduit joints and penetrations. PART 3 ® EXECUTION 3.01 EXCAVATION AND BEDDING A. Excavate and compact base per WSDOT Section 7-08.3(3). B. Provide 6 inches minimum of crushed surfacing base course (CSBC) per WSDOT Section 4-04. C. Bedding and compaction shall conform to WSDOT Section 2-03. 3.02 INSTALLATION A. Install conduit structure level and true to line/grade. B. Join sections using manufacturer's recommended sealants and methods. C. Coordinate piping installation within conduit with mechanical layout. 3.03 FIELD FABRICATION AND TRANSITIONS A. Where conduit systems terminate or connect to structures, field modify covers, end panels, and piping penetrations to suit. B. Seal all field -cut edges and apply protective coatings as required. 3.04 BACKFILL AND SURFACE RESTORATION A. Backfill per WSDOT Section 7-08.3(3). B. Restore surface with compacted topsoil, gravel surfacing, or asphalt as indicated. 3.05 FIELD QUALITY CONTROL A. Verify alignment and slope of installed utilidor sections. B. Confirm piping clearances and anchor points prior to closure. END OF SECTION Grant County 553-1860-014 MPE System Expansion 33 05 23-2 January 2026 Contract Documents Pre -Fabricated Utility Conduit System (Utilidor) 350 SECTION 33 24 10 WELLHEAD ASSEMBLIES PART 1 —GENERAL - 1.01 SUMMARY A. This section includes the furnishing and installation of wellhead assemblies for Multi -Phase Extraction (MPE), Vapor Extraction (VE), and Observation (OBS) wells. Work includes mechanical, structural, and piping components shown on the Drawings and specified herein. 1.02 WORK INCLUDES A. Demolition and modification of existing wellhead components. B. Installation of new well cap, riser, valves, fittings, and sample taps: 1. Connection to site piping systems. 2. Anchoring and flexible hose transitions to rigid supports. 1.03 SECTION COORDINATION NOTES A. Certain components of the wellhead assemblies (e.g., valves, instrumentation, piping, supports) are specified in other divisions of the Contract Documents. These components shall conform to the material, installation, and testing requirements of the applicable Division 22 and Division 40 specification sections. 1.04 MEASUREMENT AND PAYMENT A. Measurement and payment shall be in accordance with Section 01 20 00, "Measurement and Payment." B. Payment shall be full compensation for furnishing all labor, equipment, and materials necessary to complete the work as shown and specified. 1.05 SUBMITTALS A. Submit the following in accordance with Division 1: 1. Product data and manufacturer cut sheets for all components applicable to the installed wellhead type. 2. Schedule of Items referencing applicable components from Part 2.1 of this section, with itemized values, per Section 01 20 00. 3. Field test results: Submit pressure or vacuum integrity test results for each wellhead assembly in accordance with Division 1, Section 1-05.20 — Field Testing Requirements. Grant County 553-1860-014 MPE System Expansion 33 24 10-1 January 2026 Contract Documents Wellhead Assemblies 351 PART 2 — PRODUCTS 2.01 COMPONENTS A. Each wellhead assembly shall include the applicable components shown below: Table 1 — Wellhead Component Applicability Component MPE VE OBS Pump Cycle Counter X Well Riser and Cap X X X PVC Sample Tap with Valve X X Flexible Hose (approx. 4 feet) X X 311 PVC Socket Batt Valve X X Adjustable Flow Control Valve X X 114" Batt Va Lve X X Cap -Mounted Pressure Indicator (PI) X X X Discharge Line Pressure Indicator (PI) X Pressure Relief Valve X X Single Stage Filter/Regulator X X Pipe Anchor X X X Discharge Line Fittings X Support Transition Interface (Unistrut, etc.) X X Vacuum Line Connection X X Compression Fitting X X X PART 3 — EXECUTION 3.01 INSTALLATION A. Install all components per Drawings. B. Coordinate with well utility piping alignment. C. Provide pipe anchor and temporary support as required. D. Ensure fittings are clean, solvent -welded or threaded per manufacturer requirements. E. Provide transition supports (e.g., unistrut, brackets) to connect flexible hose to rigid piping per Section 22 33 46. Grant County 553-1860-014 MPE System Expansion 33 24 10-2 January 2026 Contract Documents Wellhead Assemblies 352 3.02 FIELD QUALITY CONTROL A. Perform pressure or vacuum testing of each wellhead assembly in accordance with Division 1, Section 01-05.20 — Field Testing Requirements. B. All tests shall demonstrate compliance with acceptance criteria defined in that section. Record results for inclusion in project documentation. 3.03 CLEANUP A. Remove all debris, excess materials, and temporary supports. B. Restore disturbed ground or surfacing in accordance with WSDOT Standard Specification 1-04.11 as supplemented by Division 1 Special Provisions. Grant County MPE System Expansion Contract Documents END OF SECTION 33 24 10-3 553-1860-014 January 2026 Wellhead Assemblies 353 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 33 24 10-4 553-1860-014 January 2026 Wellhead Assemblies 354 DIVISON 40 PROCESS INTERCONNECTIONS 355 SECTION 40 62 63 OPERATOR INTERFACE TERMINALS (OIT) PART 1—GENERAL 1,01 SUMMARY A. Provide Operator Interface Terminals (OIT), also referred to as o Human Machine Interface (HMI), as shown on the []revvngo` as specified herein, and as needed for complete and proper installation. 1.02 SUBMITTALS A. Submit shop drawings in compliance with pertinent provisions of Section 4O7OOD' including the manufacturer's detailed specifications. B. Submit manufacturer's product information and data sheet for all products. C. Submit operation and maintenance (O&M) rnonuo|s in compliance with pertinent provisions ofSection 4O7OOO. D. Refer to Division 1 for other submittal requirements. 1.03 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 40 70 OO. 1.04 SPARE MATERIALS A. Provide one spare O\T for each type/model of O|T supplied under these Specifications and Drawings. 1.05 WARRANTY A. Refer to Division 1 for Contractor -supplied equipment warranty requirements. PART 2—PRODUCTS 2.01 GENERAL A. Design panel -mounted HMI graphics and programming toallow for monitoring and control ofthe provided equipment. 2.02 PANEL -MOUNTED HMI A. Provide panel -mounted HMI with the following requirements: 1. Display Type: Color Active PWotrb« Thin Film Transistor (TFT) with LE[) backlight. 2. Display Size: 12.1-inch diagonal. Grant County553-1860-0/4 MpE System Expansion 406263-/ January 2026 Contract Documents Operator Interface Terminals (0/7) 356 3. Operator Input: Resistive touch -screen. 4. Communication Port: Ethernet or other industrial protocol as shown on the Drawings. 5. Memory: 96 MB Flash EPROM. 6. Supply Power: 24 Vdc. 7. Operating Temperature: 0 to 50°C. 8. Rating: N E MA 4X, I P65. 9. Certifications: UL Listed. 10. Acceptable Manufacturers: a. Schneider Electric Harmony GTO, catalog number HMIGTO6310. b. No substitutions. PART 3 ® EXECUTION 3.01 INSTALLATION A. Install HMI in accordance with manufacturer's recommendations. B. Coordinate with the Owner -Preferred System Integrator to configure the HMI in accordance with manufacturer's instructions. 3.02 FUNCTIONAL TESTING AND COMMISSIONING A. Coordinate functional testing and commissioning with Section 40 70 00. The entire system shall be tested and commissioned as a completed system. 3.03 TRAINING A. The Owner -Preferred System Integrator shall provide one-half day of training for the OIT hardware. This training shall demonstrate the manufacturer's specific requirements for installation, operation, and maintenance. END OF SECTION Grant County 553-1860-014 MPE System Expansion 40 62 63-2 January 2026 Contract Documents Operator Interface Terminals (0l7) 357 SECTION 40 70 00 INSTRUMENTATION FOR PROCESS SYSTEMS PART 1 — GENERAL 1.01 SECTION INCLUDES A. Work Included: 1. Provide necessary tools, equipment, materials, supplies, and labor required to complete the installation, startup, and operational testing of a complete and operable Instrumentation and Control (I&C) System as indicated on the Drawings and as specified herein, and as required to provide a complete and fully functional system. 2. Provide the necessary equipment components and interconnections along with the services of manufacturers' engineering representatives necessary to ensure that the Owner receives a completely integrated and operational I&C system as specified herein. 3. Provide terminations and junction boxes for wiring at field mounted instruments, equipment enclosures, alarm, and status contacts. 4. Provide necessary I&C wire required for a fully functioning I&C System as shown on the Drawings. B. Work Performed by Others: 1. Human -Machine Interface (HMI) and Programmable Logic Controller (PLC) programming shall be performed by the Owner -Preferred System Integrator under a separate contract. C. Work Specified in Other Divisions and Sub -Divisions: 1. The I&C Subcontractor shall perform the I&C work in other Division 40 sections. 2. Process piping, installation of inline instrumentation, and other mechanical work and equipment. 3. Instruments and controls that are provided as part of a package system. 4. Refer to Division 26 specifications for specific requirements for wire, conduit, grounding, and other electrical equipment. 5. Final control elements as specified in Division 40. 6. The Owner -Preferred System Integrator will perform programming of the HMI and PLC on -site. Contractor shall coordinate with the Owner -Preferred System Integrator to ensure the Owner receives a complete and functional system. D. I n addition to this section, comply with Division 1 for submittals, inspections, materials, nameplate, name tags, field mounted equipment, equipment location, painting, fasteners, and standards of quality. Grant County 553-1860-014 MPE System Expansion 40 70 00-1 January 2026 Contract Documents Instrumentation for Process Systems 358 1.02 REFERENCE DOCUMENTATION AND STANDARDS A. American National Standard Institute (ANSI) Publications: 1. Y14.15a Drafting Practice. B. Manufacturer's data sheets, materials selection, and installation guidelines for the instrumentation specified in these Specifications and Drawings. 1.03 I&C SUBCONTRACTOR QUALIFICATIONS A. An I&C Subcontractor shall be an electrical contractor who has demonstrated experience in purchasing, calibrating, fabricating, installing, and testing the I&C products listed in this specification section. Normally, the I&C Subcontractor is a systems house regularly engaged in the business of panel fabrication, control component procurement, programmable logic controller and personal computer (PC) application in the process control industry. B. The I&C Subcontractor must have a minimum of 3 years of experience in performing every aspect of the type of work specified in this section and shown on the Drawings. C. I&C Subcontractor shall be located within a 200-mile radius of the site. 1.04 I&C SUBCONTRACTOR SYSTEM RESPONSIBILITIES A. General: The I&C equipment as specified in this division shall be considered an integrated system. Entire system installation including calibration, verification, startup, operation testing, and training shall be performed by qualified personnel, possessing the necessary skills and equipment, and who have had experience performing similar installations. Instrumentation and control systems Drawings are diagrammatic only; it is the responsibility of the Contractor to obtain technical data, determine performance requirements, develop instrumentation detail installation designs, and coordinate the selection of specified equipment with Contractor -supplied equipment to meet the design conditions stated. B. Compatibility: See that components of the instrumentation system, including equipment specified under other divisions, are compatible and function properly as a system. Provide such additional equipment, accessories, etc., as are necessary to meet these objectives at no cost to the Owner. C. Coordination: For control components, devices, and systems specified in other divisions, or shown on the Drawings: 1. Provide technical advice to mechanical and electrical subcontractors as necessary regarding their installation of instruments. 2. Verify the correctness of installation of instruments. 3. Verify that the proper type, size, and number of control wires with their conduits are provided. Grant County MPE System Expansion Contract Documents 40 70 00-2 553-1860-014 January 2026 Instrumentation for Process Systems 359 4. Verify that proper electric power circuits provided for components and systems. 5. Resolve manufacturers' installation discrepancies between requirements and the detail requirements of the Drawings and Specifications. 6. Supervise final signal connections, to process instrumentation and control equipment. 7. Adjust, startup, and test process instrumentation and control equipment. 8. Provide specified documentation and training. D. Performance: While the Drawings provide sufficient information to establish the form and function of the systems and their relationships, the responsibility for system integration and performance rests solely with the Contractor. The Engineer provides technical instruction and guidance where needed. E. Site and Instrument Inspection: Inspect site for conformance to Drawings, paying special attention to space allocation and dimensions shown or required on Drawings. Inspect completed work and verify that it is ready for installation of instruments and equipment. Inspect each instrument and piece of equipment for damage, defects, completeness, and correct operation before installing. 1.05 SUBMITTALS A. The following information described herein and in Division 1 shall be submitted to the Engineer. Submittals shall include the following: 1. Shop Drawings: a. Mounting information. b. Dimensions. c. Distances from fixed structures. 2. Product delivery, storage, and handling requirements. 3. Manufacturer's warranty. 4. Seismic anchorage and bracing calculations. 5. Instrument calibration forms. 6. Record drawings. 7. Operation and Maintenance Manuals: a. Contents: Include log of factory setpoi nts/pa ra meters changed for any device/equipment field adjustable value. Log to be divided up and grouped per device/equipment. Grant County 553-1860-014 MPE System Expansion 40 70 00-3 January 2026 Contract Documents Instrumentation for Process Systems 360 8. Accessory and Maintenance Materials. 9. Test Reports: Submit the following test reports as described herein: a. Instrument Calibration Data Sheets. b. Instrument Verification Report. 10. Demonstration and Final Operation Test Plan and Results. 1.06 QUALITY ASSURANCE A. All process measurement devices of the same type to be provided by one manufacturer. 1.07 DRAWINGS A. Drawings: The Instrumentation Drawings are diagrammatic; exact locations of instrumentation products shall be determined in the field by the Contractor and I&C Subcontractor, and approved acceptable by the Engineer. Except where special details are used to illustrate the method of installation of a particular piece or type of equipment or material, the requirements, or descriptions in this specification shall take precedence in the event of conflict: 1. Locations of equipment, inserts, anchors, motors, panels, pull boxes, manholes, conduits, stub -ups, fittings, power and convenience outlets, and ground wells are approximate unless dimensioned; verify locations with the Engineer prior to installation. Field verify scaled dimensions on Drawings. 2. Review the Drawings and Specification Divisions of other trades and perform the instrumentation work that will be required for the installations. 3. Should there be a need to deviate from the Instrumentation Drawings and Specifications, submit written details and reasons for changes to the Engineer for favorable review. 4. The Drawings provide details of installation and supersede the manufacturer's recommendation where a conflict exists. 1.08 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Comply with Division 26. 1.09 WARRANTY A. Refer to Division 1 for Contractor -supplied equipment warranty requirements. Grant County MPE System Expansion Contract Documents 40 70 00-4 553-1860-014 January 2026 Instrumentation for Process Systems 361 PART 2 — PRODUCTS 2.01 GENERAL A. Contractor shall review field installation of existing instrumentation to verify same or similar installation. Installation includes Intrinsically Safety Barriers and other necessary ancillary equipment. 2.02 NAMEPLATES A. Provide nameplate for each piece of equipment identifying the power source and the location of the power source. Refer to Section 26 05 53 for nameplate requirements. 2.03 EQUIPMENT OPERATING CONDITIONS A. Equipment shall be rated for normal operating performance with varying operating conditions over the following minimum ranges: 1. Electrical Power: 120 Vac ±10%, 60 Hz, unregulated, except where specifically stated otherwise on the Drawings or in the Specifications, or when two -wire, loop -powered devices are specified. 2. Field Instruments: a. Ambient Temperature: -10OF to +120°F. b. Ambient Relative Humidity: 5% to 100%. c. Weather: Rain and sleet. 2.04 ANALOG SIGNAL INDICATED UNITS A. For instruments with local or remote indicators, provide. indicators scaled in actual engineering units, i.e., gallons per minute, feet, psi, etc.., rather than 0% to 100%, unless noted otherwise on the Drawings. 2.05 SIGNAL TRANSMISSION A. Analog: Signal transmission between electric or electronic instruments shall be 4-20 mA and shall operate at 24 Vdc. Signal output from transmitters and controllers shall be current regulated and shall not be affected by changes in load resistance within the unit's rating. Where practical, milliampere signals from the field shall be converted to a voltage signal at the external terminals of each panel, and instruments within a panel shall be parallel wired. B. Nonstandard transmission systems such as impulse duration, pulse rate, and voltage regulated will not be permitted except where specifically noted in the PLC 1/0 List or shown on the Drawings. When transmitters with nonstandard outputs do occur, their output shall be converted to 4-20 mA prior to transmission. Grant County 553-1860-014 MPE System Expansion 40 70 00-5 January 2026 Contract Documents Instrumentation for Process Systems 362 C. Discrete: Alarm and status signals shall be 24 Vdc unless specified otherwise. Proprietary data highway or serial bit transmissions such as DeviceNet, Profi-bus, DNP3, etc. shall be allowed to the extent shown on the Drawings. 2.06 PANEL/RACK/ENCLOSURE BAY POWER SUPPLIES A. For two -wire transmitters, provide a 24 Vdc regulated power supply from the appropriate control panel. B. Manufacturer: Provide Phoenix Quint 100-240 Vac/24 Vdc with terminal blocks and internal diodes for external connections, or approved equal. 2.07 WIRELESS BRIDGE A. Point to Point. B. Wireless: 1. Frequency:5GHz. 2. Data Rate: 300 Mbit/s. 3. Number of Chains: 2. 4. 256-bit AES-ccm Encryption. 5. Dynamic frequency selection. 6. Standards 802.11a/n. 7. WPA2 Passphrase. C. Power over ethernet. D. Enclosure: 1. UV protected Polystyrene enclosure. 2. 1 P67 rated. E. Installation type: pole or wall. F. 10/100/1000base-t Passive PoE interface. G. Operating Temp: -40 to 85 degrees C. H. Relative Humidity: 5% to 95% (non -condensing). I. Manufacturer: 1. EtherWan EasyLink series preconfigured. 2. Or approved equal. Grant County 553-1860-014 MPE System Expansion 40 70 00-6 January 2026 Contract Documents Instrumentation for Process Systems 363 PART 3 — EXECUTION 3.01 PROCESS CONNECTIONS A. Provide instrument impulse tubing to meet the intended process service and ambient environmental condition for corrosion resistance, etc. Install impulse tubing with a continuous slope according to service to promote self -draining or venting back to the process. Terminate connection to process lines or vessels in a service rated root valve, provided under other divisions that will permit closing off the impulse line or removal of the element without requiring shut down of the process. Include blowdown of drip legs and valves for terminations of impulse lines at the instruments. B. Process vessels, line penetrations, and root valves shall be furnished and installed under other divisions of these Specifications. Instrument tubing and valve manifolds are installed as part of this specification. 3.02 FIELD WIRING A. Ring out signal wiring prior to termination and perform surge withstand tests where required. Verify wire number and terminations are satisfactory as designated on the Loop and Interconnect Diagrams. Verify terminations are tight and shields are uniformly grounded at one location. 3.03 SIGNAL GROUNDING A. Proper grounding of equipment and systems in this division is critical, since computer and associated networks and peripherals are involved. The Drawings and Division 26 specify grounding for equipment in this division. B. A single -point grounding system for instrument signals is required for instrument panels. This instrument single point grounding system does not use building steel or conduit systems for its ground path: 1. Ground signal shields, signal grounds, and power supplies at an isolated signal bus within each instrument panel, rack, or enclosure. The shields at the far ends of these signal cables must be disconnected (floated) from any ground to prevent ground loops. 2. Do not connect the rack or enclosure frames to the signal grounding buses. 3. Connect each isolated signal ground bus within each panel using a stranded, insulated copper wire of size 6 AWG or larger directly to a system ground rod installed per the Drawings. C. If more than one instrument panel or rack is installed side -by -side, locate an isolated system grounding plate in one of the panels: 1. Connect the isolated signal buses in such instrument panel or rack radially to the system ground plate using a stranded, insulated copper wire of size S AWG or larger. Grant County 553-1860-014 MPE System Expansion 40 70 00-7 January 2026 Contract Documents Instrumentation for Process Systems 364 2. Do not use conduit, cable raceways, or building steel to distribute the grounding connections; use dedicated wires as specified above. Install a single conduit containing a #2 AWG insulated ground wire from the insulated grounding plate directly to a system ground rod installed per the Drawings. 3.04 INSTRUMENT CALIBRATION A. Each field instrument shall be calibrated at 0%, 25%, 50%, 75%, and 100% of span using test instruments to simulate inputs and read outputs that are rated to an accuracy of at least 5 times greater than the specified accuracy of the instrument being calibrated. Such test instruments have accuracies traceable to the National Institute of Standards and Technology (NIST). B. Submit a written report to the Engineer on each instrument. This report shall include a laboratory calibration sheet or the manufacturer's standards calibration sheet on each instrument and calibration reading as finally adjusted within tolerances. C. The Contractor may, at their option, choose to perform calibration on an instrument by acquiring the services of an independent test lab, or by obtaining the required test instruments and performing the calibration. 3.05 PERFORMANCE TESTING AND OPERATIONAL TESTING A. System Verification Testing and Performance Testing: Verify that each installed instrument is operating and calibrated by simulating inputs at the primary element in each system loop and verify performance at loop output devices (i.e., recorder, indicator, alarm, etc., except controllers). Simulate inputs at 0%, 25%, 50%, 75%, and 100% of span or with on -off inputs, as applicable. B. Coordinate the startup with the Owner -Preferred System Integrator to ensure the proper results are demonstrated at the PLC and HMI systems. C. Document testing and provide signed test results to the Engineer for review. 3.06 CHANGES FROM FACTORY DEFAULTS A. Provide log grouped by device/equipment to document changes in values to factory default setpoints/parameters. 3.07 COMMISSIONING A. Commissioning is the responsibility of the Contractor. 3.08 TRAINING A. The Contractor's I&C Subcontractor shall provide one day of training for the Instrumentation. This training shall demonstrate the manufacturer's specific requirements for installation, operation, and maintenance. Grant County MPE System Expansion Contract Documents END OF SECTION 40 70 00-8 553-1860-014 January 2026 Instrumentation for Process Systems 365 SECTION 40 73 23 PRESSURE TRANSMITTERS PART 1 — GENERAL 1.01 SUMMARY A. Provide pressure measurement devices as shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related Sections: 1. Division 1. 2. Section 40 70 00, "Instrumentation for Process Systems. 1.02 SUBMITTALS A. Refer to Section 40 70 00. B. Calibration test certificate. 1.03 QUALITY ASSURANCE A. Ensure that materials of construction of wetted parts are compatible with process medium. B. Refer to Section 40 70 00 and Division 1. 1.04 DELIVERY, STORAGE, AND HANDLING A. Store equipment according to manufacturer's instructions. B. Refer to Section 40 70 00 and Divisions 0 and 1. 1.05 WARRANTY A. Refer to Section 40 70 00. PART 2 — PRODUCTS 2.01 DESCRIPTION A. Polysilicon thin film pressure transmitter for industrial applications. 2.02 TRANSMITTER A. Operating Temperature: -20OF to 180°F. B. Operating Range: 0-60 psi. C. Accuracy: ±1.0%. Grant County 553-1860-014 MPE System Expansion 40 73 23-1 January 2026 Contract Documents Pressure Transmitters 366 D. Output: 4-20 mAdc 2-wire. E. Process Connection: 1/4 inch NPT male thread connection. F. Electrical Connection: 1/2 inch NPT male conduit thread with 36-inch cable. G. Materials: 300 series stainless steel housing with 316 stainless steel process connection. H. Power Supply: 10-36 Vdc unregulated. I. Certifications and Approvals: UL, FM. J. Intrinsically safe for use in Class I, Division 2, Group D classified locations. K. Acceptable Manufacturer: 1. Ashcroft 1<1-7-M02-42-C1-60 or approved equal. PART 3 — EXECUTION 3.01 EXAMINATION A. Verify that items provided by other sections of Work are ready to receive Work of this section. 3.02 INSTALLATION A. Per the manufacturer's instructions and recommendations for field mounting. 3.03 DEMONSTRATION A. Demonstrate equipment startup, shutdown, routine maintenance, and emergency repair procedures to Owner's personnel. 3.04 MANUFACTURER'S SERVICE AND START-UP A. Contractor will include the manufacturer's services to perform start-up on instrument to include basic operational training and certification of performance of the instrument. END OF SECTION Grant County 553-1860-014 MPE System Expansion 40 73 23-2 January 2026 Contract Documents Pressure Transmitters 367 SECTION 40 74 63 TEMPERATURE TRANSMITTERS PART I — GENERAL 1.01 SUMMARY A. Provide temperature measurement devices as shown on the Drawings, as specified herein, and as needed for a complete and proper installation. B. Related Sections: 1. Divisions 0 and 1. 2. Section 40 70 00, "Instrumentation for Process Systems." 1.02 SUBMITTALS A. Refer to Section 40 70 00. 1.03 QUALITY ASSURANCE A. Refer to Section 40 70 00 and Division 1. 1.04 DELIVERY, STORAGE, AND HANDLING A. Store equipment according to manufacturer's instructions. B. Refer to Section 40 70 00 and Division 1. 1.05 WARRANTY A. Refer to Section 40 70 00. PART 2 — PRODUCTS 2.01 DESCRIPTION: A. Temperature sensor and transmitter for continuous temperature measurement of process medium. 2.02 TEMPERATURE TRANSMITTER A. Approved Manufacturer: a. Dwyer model TTE-104 or approved equal. B. Certifications: 1. FM and CE listed. Grant County 553-1860-014 MPE System Expansion 40 74 63-1 January 2026 Contract Documents Temperature Transmitters 368 C. Environmental Requirements: 1. Operating Temperature: -0°C to 1580C (-180Fto700F) ambient. 2. Maximum Operating Pressure: 2000 psi. D. Manufactured Unit: 1. Process Connection: 1/2" male NPT. 2. Electrical Connection: 1/2" female NPT. 3. Wetted Material: 316 Stainless Steel. 4. Power Requirements: 10 to 35 VDC. 5. Probe Length: 4-inch. 6. Output Signal: 4-20 mAdc, two -wire loop -powered. 7. Display: 2-line, 8-character LCD. 8. Enclosure Rating: NEMA 4X, explosion -proof for use in Class I, Division 2, Group D hazardous locations. E. Performance Requirements: 1. Measuring Range: -300F to 250°F (-34.4°C to 121.1 °C), field -adjustable. 2. Accuracy: ±0.1 % of full scale. 3. Thermal Drift Effects: ±0.02% per degree Celsius maximum. 4. Response Time: 250 ms. PART 3 — EXECUTION 3.01 EXAMINATION A. Verify that items provided by other sections of the Work are ready to receive the requirement of this section. 3.02 INSTALLATION A. Per the manufacturer's instructions and recommendations for field mounting. 3.03 FIELD QUALITY CONTROL A. Equipment Acceptance: Adjust, repair, modify, or replace components failing to perform as specified, and rerun tests. Grant County 553-1860-014 MPE System Expansion 40 74 63-2 January 2026 Contract Documents Temperature Transmitters 369 3.04 DEMONSTRATION A. Demonstrate equipment startup, shutdown, routine maintenance, and emergency repair procedures to Owner's personnel. Grant County MPE System Expansion Contract Documents END OF SECTION 40 74 63-3 553-1860-014 January 2026 Temperature Transmitters 370 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 40 74 63-4 553-1860-014 January 2026 Temperature Transmitters 371 DIVISON 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE EQUIPMENT 372 SECTION 43 11 43 VACUUM PUMP PART 1 — GENERAL 1.01 DESCRIPTION A. Scope: 1. This section specifies the added regenerative blower with VFD and explosion proof motor. This regenerative blower is located in the VTT container as shown on the Drawings. 2. Furnish blower complete with external muffler, intake filter, pressure relief valve, check valve, air temperature shutdown switch, motor, base plate, vibration isolation pads, and all appurtenances specified. All piping required between the blower and the discharge outlet shall be provided. Acoustic enclosure shall be included if necessary to meet specified noise limitations. VFDs and Harmonic Filters to be provided by others. 1.02 QUALITY ASSURANCE A. Factory Testing: The supplier shall perform noise test on a similar size blower assembly and submit predocumented noise test curves prior to shipment. The noise level shall be measured at four separate locations around the blower at 3 feet and four locations at 10 feet. The low frequency portion of noise measured at 10 feet (that cannot accurately be measured at 3 feet) shall be adjusted and added to the noise measurements taken at 3 feet. See Section 2.03 for noise requirements. B. All equipment and devices are listed by, and shall bear the label of, Underwriters Laboratories (U.L.), CSA-C/US label, or label accepted by Washington State Department of Labor and Industries. 1.03 SUBMITTALS A. The following submittals shall be made in accordance with Division 1. 1. Motor Data Submittal Information: a. Completed Motor Data Form. b. Guaranteed minimum efficiency at rated load at rated voltage. c. Starting current at rated voltage. d. Guaranteed minimum power factor at rated load at rated voltage. e. Expected efficiency at 1 /2, 3/4, and full load at rated voltage. f. Expected power factor at 1/2, 3/4, and full load at rated voltage. Grant County MPE System Expansion Contract Documents 43 11 43-1 553-1860-014 January 2026 Vacuum Pump 373 g. Motor no-load current at rated voltage. Full -load current at rated voltage. Full -load current at 110% voltage. h. Full -load speed. i. Certified copy of test report for identical motor tested in accordance with NEMA MG 1 and IEEE Standard 112, Test Method B: 1) Submit certificate or motor information that motor is Inverter Duty Rated. 2. Drawings showing plan, elevation, and appropriate cross sections, sound enclosures, general dimensions and confirming blower's piping connections, construction details, wiring diagrams and weight of major components. a. Submit wiring diagrams which show internal wiring as well as interconnection wiring diagrams for control and monitoring. b. Submit power wiring diagrams showing power wiring terminations and wire size. limits. 3. Parts list noting materials of construction. 4. Certified performance curves confirming rated capacity, pressure, horsepower, speed, and efficiency. Data shall include predicted temperature increase and tip speed at each specified operating condition. Range of recommended operation must be shown on capacity curve. 5. Certification of bearing life. 6. Predocumented results of factory noise measurement tests. 7. Manufacturer's descriptive literature for required intake filters, inlet and discharge silencers, and modified exhausts including dimensional drawings, materials of construction and weights. Include noise attenuation data for silencers and particle removal efficiency data for filter. 8. Data sheets and product manuals for all instrumentation. Complete description of all controls and control panel, including complete master wiring diagrams, elementary or control schematics, and panel outline drawings. 9. Vibration isolation system, see vibration specification for additional requirements. 10. Submit electronic copies of device configurations. Provide PDF copy for system prior to final completion. Grant County MPE System Expansion Contract Documents 43 11 43-2 553-1860-014 January 2026 Vacuum Pump 374 1.04 SYSTEM RESPONSIBILITY A. The Supplier shall assign unit responsibility for the complete blower package, including blower, silencers, filter, pressure relief valve, motor, and other appurtenances to the blower manufacturer. This provision, however, shall not be construed to relieve the Supplier or other suppliers of responsibility for their portion of the work. B. Said assignment of unit responsibility does not alleviate the Supplier of responsibilities relating to warranties. 1.05 SPARE PARTS A. The following spare parts shall be provided: 1. One set of any special tools required to service the blower. 2. Spare filter elements. 3. Manufacturer recommended spare parts. 1.06 WARRANTY A. Furnish warranty, with Owner named as beneficiary, in writing: 1. Warranty shall provide for correction, or at option of Owner, removal and replacement of the heat exchanger if found to contain defects in materials and workmanship during a period of 1 year starting from the date of Substantial Completion as defined in this Contract. PART 2 — PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Atlantic Blowers — ABV-1902EX-C1 D1 Explosion Proof Belt Driven Regenerative Blower. B. Or Engineer approved equal. 2.02 ENVIRONMENTAL CONDITIONS A. Outdoor Air Temperature: -50F to 110°F. B. Indoor Air Temperature: 40OF to 110°F. C. Humidity Ratio: 73.5 (grains of moisture per pound of dry air). D. Dew Point: 56.2°F. E. Altitude: 1290 feet MSL datum. Grant County 553-1860-014 MPE System Expansion 43 11 43-3 January 2026 Contract Documents Vacuum Pump 375 2.03 PERFORMANCE REQUIREMENTS A. The blower shall meet the performance requirements specified and approved by the .Engineer. See setpoints below: 1. Pressure/Discharge: a. 800 SCFM @ 170 inches of water. b. 900 SCFM @ 35 inches of water. c. Maximum Pressure of 200 inches of water. 2. Suction: a. 500 SCFM @ 109 inches of water. b. 650 SCFM @ 80 inches of water. c. Maximum Vacuum of 134 inches of water. B. Blower shall be capable of variable speed operation with a minimum turndown of 50% air flow (SCFM). C. The blower noise shall not exceed OSHA standard 1910.95 Occupational noise exposure. A sound attenuating enclosure shall be provided if necessary to meet the noise limitations. The supplier shall perform noise test as specified in paragraph 1.02 of this section meeting the above condition. D. Contractor is responsible for providing power to any additional equipment required for the blower (e.g., enclosure fans), if required. 2.04 CONSTRUCTION A. The blower shall be of the regenerative type and rated for continuous duty. B. The blower shall be cast aluminum. C. Seismic Requirements: Manufacturer to provide for anchoring provisions, where required, in accordance with the requirements per Section 13 05 41, sufficient for proper anchoring and installation of the blower and equipment. Seismic calculations to .be provided by an Engineer designated as a Washington State Registered Structural Engineer. D. Vibration Isolation Mounts: A set of vibration isolating mounts located under the entire blower package. E. Inlet and Outlet pipe connections shall be aluminum slip-on flanges. Grant County MPE System Expansion Contract Documents 43 11 43-4 553-1860-014 January 2026 Vacuum Pump 376 2.05 ACCESSORIES A. Mounting Base: The blower and the motor shall be mounted on a fabricated steel base complete with OSHA approved coupling guard for positive displacement blower. The base shall be a fabricated hat section with anchor bolt holes and jack screws for leveling. 1. The base frame shall be constructed from welded carbon steel or cast iron that shall be designed to maintain alignment of the blower internal components and the drive during operation. 2. The base frame shall be designed to resist distortion while being installed on vibration isolating mounts. B. Vacuum Canister & Filter Element: 1. The blower shall be supplied with one vacuum canister with filter element included by the blower manufacturer. a. Vacuum canister body material: Carbon steel. b. Filter element type: Paper w/ removal efficiency of 99%+ to 2 Micron. c. Maximum filter flow rate: 1000 CFM. d. Filter element surface area: 34.0 square feet. e. Vacuum canister dimensions: 1) Tank O.D.: 12.21 inches. 2) Tank height/length: 27.25 inches. 2. The vacuum canister shall have the following openings: a. 4 inch Threaded MNPT inlet. b. 4 inch Threaded MNPT outlet. 3. The vacuum canister shall be constructed with a bolted top for access to remove and replace the filter element. C. Discharge Silencer: 1. The blower shall be supplied with one discharge silencer by the blower manufacturer: a. The silencer shall be a chamber type design for maximum sound attenuation and shall not use fibrous or absorption materials of any kind. b. Silencer body material: cast aluminum. Grant County MPE System Expansion Contract Documents 43 11 43-5 553-1860-014 January 2026 Vacuum Pump 377 o. Silencer dimensions: 1) Outer diameter: 10 inches. 2) Total length: 30.13 inches. 2.The silencer shall have threaded MNPT inlet and outlet: a. The silencer inlet diameter shall match the blower outlet diameter. 3.Discharge silencer performance losses shall beincluded by the blower vendor inthe blower performance calculation. O.The blower manufacturer shall supply a stainless steel grounding lug fully welded to the base. E. Valves: 1. Aspring-loaded type pressure relief valve shall be provided by the manufacturer for installation on the blower intake, after the vacuum canister and element. The relief valve shall be sized to discharge 100% of the blower capacity and shall be set 0.5 psig above maximum blower discharge pressure. F. Air High Temperature Switch: A high temperature switch shall be mounted in the discharge piping of the blower. The switch shall be set at the maximum operating temperature of the blower and shall be wired to shut down the blower motor via the VFD in the event of excess discharge temperature. The temperature switch shall feature two normally opened and one normally closed contacts. Include a red light alarm indicator and a manual reset push button at the VFD. A temperature sensor and cutout switch shall be included to shut off blower in the event of high temperature discharge air. G.Vibration Isolation Pad: Suitable vibration isolators shall be furnished with the blower base. H. The blower manufacturer shall supply the blower with any special tools or equipment required to service and maintenance the blower. 1. The blower shall supply the blower with estandard maintenance kit which includes replacement bearings, outlet silencer foams and mesh pipe, gaskets, shaft sheet and filter 2.06 MOTORS A. Belt Drive, Explosion proof Type: 1. Insulation: Epoxy coated Class Frated to14O=C(284"F). 2. Stator Temperature Monitoring: Snap -Action, bimetallic, temperature -actuated switches, embedded inmotor windings with triple redundancy, normally closed (open at high temperature)` precalibrated by manufacturer` automatic reset after decrease in Grant County MPE System Expansion Contract Documents 431143-6 553-/e60-0/* Junuary0006 378 3. Duty: Continuous, Inverter Duty Rated. NEMA MG-1, Part 31: a. Inverter Duty Ready is not acceptable. 4. Nameplate: NEMA standard stainless steel. Shall also include NEMA efficiency rating, bearing information, number of starts per hour. 5. Standards: Conform to latest issue of IEEE, ANSI, and NEMA. 6. Ground Pad: There shall be a grounding pad near the base of the motor. 7. Voltage: 480 Vac, 3-phase, 60 Hz. 8. Nameplate Horsepower: 40. 9. Premium efficiency. 10. Size motor to be nonoverloading at start-up pressure. 11. Service factor of 1.15. 12. High Temperature Shutoff: Control circuit to include high temperature shutoff tied to probe in discharge connection. 13. The motor shall be suitable for a Class 1, Division 1 hazardous location and shall be identified as such on the nameplate of the motor. PART 3 — EXECUTION 3.01 INSTALLATION A. Furnish, install, finish, and place in service the blower and all appurtenances in accordance with the manufacturer's recommendations. B. Installation shall be in strict accordance with each system component/equipment manufacturer's instructions and recommendations. C. Equipment shall be placed in the locations shown on the Drawings, unless otherwise directed by the Engineer. D. Coordination of equipment and systems to the available space, with other trades, and to the access routes through the construction shall be the Contractor's responsibility. E. Make offsets, transitions, and changes in direction of pipes and ducts, as required to maintain proper headroom and pitch of sloping lines and avoid structural, electrical, pipe and duct interferences whether or not indicated on Drawings: 1. Furnish fittings, etc., as required to make these offsets, transitions and changes in direction. Grant County MPE System Expansion Contract Documents 43 11 43-7 553-1860-014 January 2026 Vacuum Pump 379 F. Determine exact route and location of each pipe and duct and coordinate and obtain approval for changes from the layout indicated on the Drawings with the Engineer prior to fabrication. G. Verify the physical dimensions of each item of mechanical equipment to fit the available space and promptly notify the Engineer prior to roughing -in if conflicts appear. , 3.02 START-UP AND TESTING A. The manufacturer's representative shall visit the site to provide on -site start-up and testing assistance as outlined in Paragraph 3.03. The blower shall be tested to ensure proper operation of each component and to demonstrate that the total system performs as specified. The installation contractor shall be responsible for field testing. The test shall consist of 3 hours of operation of each blower with readings taken and recorded as directed by the manufacturer. B. The field tests shall demonstrate that under all conditions of operation, each unit: 1. Has not been damaged by transportation or installation. 2. Has been properly installed. 3. Has no mechanical defect. 4. Is in proper alignment. 5. Has been properly connected. 6. Is free of overheating of any parts. 7. Is free of all objectionable vibration. g. Is free of excessive noise. 9. Is free of overloading of any parts. 10. Shall operate as specified with the control system. 11. Meets the performance requirements indicated in this specification. 3.03 MANUFACTURER'S REPRESENTATIVE A. The Manufacturer shall provide a representative for adjusting, testing, and certification to include at a minimum: 1. Delivery inspection and certification. 2. Installation inspection and certification of the installation. 3. Start-up and operational and performance testing. Grant County MPE System Expansion Contract Documents 4311 43-8 553-1860-014 January 2026 Vacuum Pump B. The service of a qualified representative of the manufacturer shall be provided to inspect the installation of the equipment, make any necessary adjustments, test, and place the equipment in satisfactory operating condition. The manufacturer shall also instruct the operating personnel in the operation and maintenance of the equipment. C. After installation the equipment has been completed and as soon as conditions permit, the manufacturer shall provide as required by Contractor one trip (one 8-hour day) to certify the blower installation and conduct an acceptance test under actual operating conditions, to determine the operation is satisfactory and free from excessive vibration as defined by the blower manufacturer. D. After the equipment has been placed into operation by the Owner for a minimum of 45 calendar days, the equipment manufacturer shall, at the request of the Owner, provide one equipment follow-up of one 8-hour day inspection visit for equipment inspection and Owner review. This visit shall be coordinated with the Owner. Grant County MPE System Expansion Contract Documents END OF SECTION 43 11 43-9 553-1860-014 January 2026 Vacuum Pump 381 Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 43 11 43-10 553-1860-014 January 2026 Vacuum Pump 382 SECTION 43 25 50 POSITIVE DISPLACEMENT SUBMERSIBLE LIQUID PUMPS PART 1 — GENERAL 1.01 GENERAL DESCRIPTION A. The manufacturer shall furnish a complete pneumatically operated positive displacement submersible well pump system for installation into a 6-inch Schedule 80 well casing. All equipment shall be compatible for the corrosive landfill environment. 1.02 SUBMITTALS A. After receipt of notice to proceed, the manufacturer shall furnish submittals as described in Division 1 Submittals shall include shop drawings detailing the equipment to be furnished including dimensional data and materials of construction. The Engineer shall promptly review this data, and return two copies as accepted, or with requested modifications. Upon receipt of accepted shop drawings, the manufacturer shall proceed immediately with fabrication of the equipment. The submittal shall include detailed assembly drawings for Contractor installation. 1.03 MANUFACTURER A. The design basis for the proposed pneumatically operated positive displacement submersible well pump system is based on QED, Model LDAP413. 1. To be considered an approved equal, complete details, including system layout and shop drawings, must be submitted to the Engineer no later than 10 days prior to the bid date. Sufficient data must be submitted so that the Engineer has the required information available to determine that the alternate system meets the required specifications. The Contractor shall prepare his bid on the basis of the specific equipment and materials specified for purpose of determining the low bid. 2. After the execution of the contract, substitution of nonspecified equipment will be considered, if the substitution is, in the opinion of the Engineer, equal in quality to that named. If such substitution is approved by the Engineer, all savings affected by the Contractor in the purchase of the substituted equipment shall be passed on to the Owner by reducing the contract price. In submitting for substitution, the Contractor shall provide copies of equipment proposals from the named manufacturer. 1.04 OPERATING CONDITIONS A. Landfill pumping application. B. Existing 6-inch Schedule 80 PVC well casing. Grant County MPE System Expansion Contract Documents 553-1860-014 43 25 50-1 January 2026 Positive Displacement Submersible Liquid Pumps 383 PART 2—PRODUCTS 2'01 GENERAL REQUIREMENTS A. The submersible pump oheU be e pneumatically actuated, positive displacement pump package including vacuum seal well cap, pump, hose' tubing` hernosoeo, and equipment bnsoheta for complete Contractor installation. B. Vacuum well application with pump exhaust in the well. C. Well cap aho|\ accommodate pressure transducers to monitor air pressure and water level in well. 2.02 EQUIPMENT A. See Process and Instrumentation [)iagrenla (P&IDs) included in the Contract Drawings for submersible pump schedule. B. Submersible pump with SST support harness: 1. Three-inch extended SST fluid intake screen. 2. Pump Body: Fiberglass. 3. Pump Ends: SST. 4. Internal Components: 88T. 5. Tube and Hose Fittings: SST. 8. Fitting Types: Quick Connects. 7. Tubing Material: Nylon. 8. Liquid Discharge: 3/4 inch |D. 0. Pump Air Supply: 3/8 inch |[). 10.Air Exhaust: 1/2 inch |[>. 11. Hose Material: Nith|e. C. Easy -fittings kit for tube. D. SST flow throttle kit. E. Cao\nlounted` oing\e\staoe filter/reou|atorvvith: 1. 5-rnioronfilter with auto drain tsp. 2. Pressure regulator with gouge. emmr County 553/8e0-014 MpE System Expansion *32550-2 Jamuaryouoo Contract Documents Positive Displacement Submersible Liquid Pumps 384 F. Pump cycle counter. G. Pump Support System: 1. Well cap (vacuum slip cap). 2. Polypropylene support rope with quick -link assembly or SST wire rope. H. Well Cap: 1. Six-inch slip cap with quick -connects fittings. 2. Provide an adequate number of ports to accommodate system components. 3. See Contract Drawings for detail. PART 3 ® EXECUTION 3.01 SHIPPING, STORAGE, AND HANDLING A. All parts shall be properly protected so that no damage or deterioration will occur in transit or during prolonged storage at the site. B. All openings in equipment shall be protected against entry of foreign objects. C. Each box, crate, or package shall be properly marked to show its contents and the net weight. 3.02 INSTALLATION A. Installation shall be in strict accordance with each manufacturer's system component/equipment instructions and recommendations. 3.03 TESTING AND FIELD SERVICES A. The pump system shall be operated in conjunction with the treatment equipment to ensure I proper functionality. Grant County MPE System Expansion Contract Documents END OF SECTION 553-1860-014 43 25 50-3 January 2026 Positive Displacement Submersible Liquid Pumps RM Grant County MPE System Expansion Contract Documents This Page Intentionally Left Blank 553-1860-014 43 25 50-4 January 2026 Positive Displacement Submersible Liquid Pumps 386 EXHIBIT G 387 GRANT COUNTY PUBLIC WORKS ADDENDUM NO. 1 Project: Ephrata Landfill Multi -Phase Extraction Project Bid Opening: 02/09/2026 Date of Issue: 02/11/2026 NOTICE TO BIDDERS This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated January 2026. Bidders shall acknowledge receipt of this Addendum in the Proposal Form. ITEM I — CONTRACT ESTIMATE (INFORMATIONAL) The estimated contract value is in the range of $1,300,000 to $118007000. This range is provided for general informational purposes only to assist prospective bidders in understanding the anticipated magnitude of the project. The range does not constitute a guarantee of the award amount and does not modify the Contract Documents. All other terms and conditions of the Bid Documents remain unchanged. END OF ADDENDUM NO. GRANT COUNTY PUBLIC WORKS ADDENDUM NO. 3 Project: Ephrata Landfill Multi -Phase Extraction Project Bid Opening: 03/17/2026 Date of Issue: 03/05/2026 NOTICE TO BIDDERS This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated January 2026. Bidders shall acknowledge receipt of this Addendum in the Proposal Form. Except as specifically modified by this Addendum, all requirements of the Contract Documents remain unchanged. ITEM 1 — PRE -BID MEETING CLARIFICATIONS Clarifications provided during the pre -bid meeting and site visit are summarized below. This Addendum is binding. By submitting a bid proposal, the bidder agrees that no oral agreement or conversation with the Engineer or Contracting Agency is binding. 1. Construction Water Special Provision 1-05.16 is replaced with the following: The Contractor shall make all necessary arrangements and bear all costs for providing water and power required for construction. Water shall be clean and potable. The Contracting Agency will not furnish water or power. Technical Specification Section 22 33 17 3.01.13.1 is replaced with the following: Hydrostatic: The Contractor shall furnish all water for hydrostatic testing in accordance with Special Provision 1-05.16. Contractor shall be responsible for providing backflow preventer, meter and all piping, fittings, hoses, and all other items required to convey water to the piping segment to be tested. All hydrostatic testing water will be collected and disposed of into the evaporation pond, see civil sheets for location. Water shall be screened with temporary screens so no debris enters the evaporation pond. 2. Rinse Water Disposal The sixth paragraph of Special Provision 1-07.13 is deleted. Project Special Provision 1-07.15(1), which supplemented the Standard Specifications, is deleted. Standard Specification 1-07.15(1) remains applicable. 389 3. Subsurface Conditions Work limits and excavation needed to complete the work are shown on the Contract Drawings. The landfill cover system comprises a geomembrane covered with various materials. The geomembrane depth below ground surface varies and cannot be determined with certainty in any given location other than by physical inspection (i.e., potholing). The Contractor shall protect the existing geomembrane regardless of depth and notify the Engineer if the actual depth is too shallow to accommodate work shown on the Contract Drawings in any location. 4. Site Access Site access is addressed in the Bid Documents. Any other access, such as through the main landfill gate, must be coordinated at least one day ahead of time with the Contracting Agency. Any site access not addressed in the Bid Documents will be allowed or denied at the Contracting Agency's sole discretion on a case -by -case basis. The Contracting Agency will strive to accommodate site access through the main landfill gate when reasonably necessary for the Contractor to perform the work, on a case -by -case basis, as provided herein. 5. Existing Treatment Containers The end container doors and the pedestrian doors on the existing LTT and VTT containers are operable. ITEM 2 — QUESTIONS RECEIVED BY EMAIL Q: Special Provision 1-07.13 requires capture and proper disposal of rinse water generated during cleaning of existing piping. Please confirm whether rinse water may be discharged to the landfill evaporation pond. A: Special Provision 1-07.13 is deleted. Water from flushing or hydrostatic testing of pipe is to be collected and screened prior to disposal in the evaporation pond. This is specified in Technical Specification Section 22 13 16 and revised Technical Specification Section 22 33 17 3.013.1 above. Q: Appendix B (As-Builts of existing MPE system) does not appear in the Specifications. Please provide. A: Appendix B — As -Built Drawings of the existing MPE system are included in the current issued Contract Documents. Bidders shall ensure they are using the most recent version of the bid documents available through the Planholder distribution service. Q: Construction Note 1 on Sheet C1 states the Contractor shall dispose of all unacceptable materials in the active landfill. Will there be a disposal cost for dumping in the landfill? A: Project -generated materials associated with the Work may be disposed of in the active landfill at no tipping fee, subject to coordination with the Owner. Disposal shall be limited to materials 390 generated by this Contract and deemed acceptable by the Owner. Hazardous materials or materials imported from off -site will not be accepted under this provision. Q: What is the completion date for the project or number of Working Days? A: Substantial Completion shall be achieved six (6) months after the Notice to Proceed date inclusive of Working Days and nonworking days. Q: Table 1 — Data Sheet 22 13 16-DS1 calls for 3000 LB threaded fittings and unions for sizes 277 and under. However, the pipe is specified as Schedule 40. Is the 3000 LB fitting requirement correct? A: Data Sheet 22 13 16 - DS1 is revised to read: "300 LB, ANSI B16.11, forged steel, threaded ends, 2 inches and smaller. Q: What depths are the existing wells and what depth are the pumps to be installed? A: The approximate total depths below ground surface of the wells receiving pumps are as shown below. The Contractor shall field -verify well conditions and install pumps in accordance with manufacturer requirements and the Contract Documents. Depths shown are approximate and rounded to the nearest foot based on available reference records. Wells Receiving Pumps — Approximate Total Depth Well ID Approx. Total Depth (feet below ground surface) MW-34pl 34 MW-65pl 34 MW-68pl 34 MW-83pl 35 MW-85pl 35 MW-87p2 55 MW-91 p2 53 MW-100pl 24 MW-109pl 27 MW-1 13p2 50 Q: Sheet M-6, Details 1 & 2 appear to show a 6" PVC casing with a reducer to 4" and an outlet pipe. What is this component? What material is required? Does it slide over the existing casing, and does it require sealing to the 6" casing? If sealing is required, what method shall be used? A: Well casing is a 6" Sch 80 PVC. Contractor shall provide 6" Sch 80 PVC as required to bring a PVC Tee to elevation above the well monument. A 6"x6"x4" Sch 80 PVC reducing tee or a 6" Sch 80 PVC Sch 80 tee with separate 611 x4" Sch 80 PVC reducer shall be used for the details 1 and 2 on sheet M6. Connection methods shall be according to specification section 22 13 16 DS2. 391 Q: Sheet M-6, Detail 3 calls for a compression fitting over the wellhead. What specific fitting is required (type, material, manufacturer/model if applicable)? A: Sheet M-6, Detail 3 is modified by this addendum. The well cap is to be per Detail 1 on Sheet M-9. The Contractor shall determine how to mount the pressure indicator either using the compression fitting supplied with the cap or using a threaded adaptor to be provided by the Contractor instead of the compression fitting. Q: Sheet M-6, Details 1; 2, and 3 show circles labeled "Pl." Please confirm these are Pressure Indicators and clarify installation requirements (cap -mounted, inline, panel -mounted, etc.). A: "PI" denotes a Pressure Indicator (pressure gauge). Provide pressure indicators as shown on the Drawings. For wellhead assemblies, provide cap -mounted threaded pressure indicators and discharge line pressure indicators where indicated. Pressure indicators shall be IP65 rated industrial vacuum pressure gauges which are rated up to 30 in Hg of vacuum service. Case material shall be 304 Stainless Steel with stainless steel and aluminum internal components. Installation shall be similar to PVC sample tap, see detail 2 on sheet M9. Q: Sheet M-6, Details 1 & 2 call out a "2SQRT Flow Version of 2000 Series by Dwyer Omega.)) Dwyer does not list a "2SQRT" model. Please clarify the intended manufacturer and exact model designation. A: The "2SQRT" flow version of the Dwyer Series 2000 differential pressure gauge is correct and available by request from Dwyer Omega. Provide the 2SQRT flow version of the Series 2000 as shown on the Drawings. Q: Will the Contractor be responsible for hiring materials testing services for this project, or will testing be provided by the Owner? A: The Contractor is responsible for providing all materials testing required in the Contract Documents, whether directly or through a testing service. ITEM 3 — REVISIONS TO DRAWINGS The following Contract Drawings are hereby revised and replaced in their entirety: • Sheet M-6 — Well Details, Revision 01, dated 03/03/2026 • Sheet M-9— Mechanical Details (Well Cap Detail), Revision 01, dated 03/03/2026 These revised sheets are attached to and made part of this Addendum. Bidders shall use the revised sheets in preparing their bids. 392 Except as modified herein, all other drawings remain unchanged. ilk The Bid Opening date is hereby revised as follows: • Previous Bid Opening Date: March 09, 2026 • Revised Bid Opening Date: March 17, 2026 The time and location of the Bid Opening remain unchanged. The deadline for submitting written questions is hereby revised as follows: • Previous Questions Deadline: March 02, 2026 • Revised Questions Deadline: March 10, 2026 All references in the Contract Documents to the previous Bid Opening date and questions deadline shall be understood to refer to the revised dates stated herein. 14ki• 393 ATTACHMENT TO ADDENDUM NO. 3 REVISED CONTRACT DRAWINGS The following revised Contract Drawings are attached to and made part of Addendum No. 3: • Sheet M-6 —Well Details, Revision 01, dated 03/03/2026 * Sheet M-9— Mechanical Details, Revision 01, dated 03/03/2026 These sheets replace the previously issued versions in their entirety. Bidders shall use the revised drawings in preparing their bids. 394 SINGLE STAGE FILTERIREGULATOR PUMP CYCLE COUNTER - PUMP AIR HOSE 3 1 PI C WELL CAP, KV SEE DETAIL 6' EPOM FLEX COUPLING WI 26" SSTL WORM CLAMPS - 6"X6"X4"REDUCING SCH 80 PVC TEE �- FOR 6' WELL CASINGS AND 4'X474" SCH 80 PVC TEE FOR 4" WELL CASINGS WELL CASING, 6' NEW AND 4" EX, SEE SHEET P3 FOR IDENTIFICATION. WELL MONUMENT NOT SHOWN FOR CLARITY' FROM COMPRESSOR SYSTEM AIR SUPPLY HOSE ATTACH FILTERIREGULATOR PIPE SUPPORT USING APPROPRIATELY SIZED PIPE STRAP 7" MIN DS-300-1-1/4 FLOW SENSOR WITH WELL CAP, 4SQRT FLOW VERSION OF 4000 SEE DETAIL SERIES BY DWYER OMEGA O 1 PRESSURE RELIEF VALVE STAINLESS STEEL PI L FLEXIBLE HOSE NOTES: NOTES: 1. REMOVE PLUG AND INSTALL WELLHEAD AND COMPONENTS IN ACCORDANCE WITH SPECIFICATIONS SECTION 43 25 50 POSITIVE DISPLACEMENT SUBMERSIBLE LIQUID PUMPS. 2. WELL EQUIPMENT INSERTION DEPTHS SHALL BE DETERMINED IN THE FIELD IN CONSULTATION WITH THE ENGINEER. EQUIPMENT SHALL BE CAPABLE OF INSTALLATION AT FULL WELL DEPTH. f J3 CONTRACTOR SHALL INSTALL VACUUM PRESSURE INDICATORS FOR ALL WELLS. PRESSURE INDICATORS SHALL BE IP 65 RATED INDUSTRIAL PRESSURE GAUGES WHICH ARE RATED UP TO 30 IN OF HG OF VACUUM SERVICE CASE MATERIAL SHALL BE 304 STAINLESS STEEL WITH STAINLESS STEEL AND ALUMINUM INTERNAL COMPONENTS INSTALLATION SHALL BE SIMILAR TO PVC SAMPLE TAP, SEE DETAIL 2 ON SHEET M9, OELEVATION OF PIPE SUPPORT CHANNEL WILL VARY BASED ON GROUND ELEVATION. CONTRACTOR TO MEASURE AND CONFIRM ELEVATIONS PRIOR TO PIPE SUPPORT FABRICATION. , 5 CONTRACTOR SHALL KEEP THE FLEXIBLE STAINLESS STEEL HOSE FROM 167-6-CF PITOT TUBE WITH � SAMPLE PORT 6'X6"X4'REDUCING SCH 80 PVC SAGGING BY USING POLYPROPYLENE ROPE. TIE ROPE TO PIPE TO 1 2SQRT FLOW VERSION OF 2000 2 TEE FOR 6"WELL CASINGS AND EE:6" NEW WELL CASING, SEE SHEET P3 FOR SUPPORT. SERIES BY DWYER OMEGA M9 4"X4'X4"SCH 80 PVC TEE FOR IDENTIFICATION. WELL MONUMENT NOT 4' WELL CASINGS PIPE SUPPORT, e 1 SHOWN FOR CLARITY 1 SEE DETAIL M7 SUPPORT ROPE S]WI O ................................................ WELL > > f PI ... r � EPDM FLEX COUPLISSTL WORM CLAMPEXISTING WELL CASING. WELL FLUID DISCHARGE HOSE SIZED TO MATCH E f MONUMENT NOT SHOWN FOR ty" OD TUBING CLARITY ............... - AIR EXHAUST HOSE k- (LOCATED 1' ;F BELOW GRADE) 16748-CF PROT TUBE WITH 6' EPDM FLEX COUPLING W/ 2SQRT FLOW VERSION OF 2000 SSTL WORM CLAMPS SERIES BY DWYER OMEGA ✓`�� ADJUSTABLE FLOW CONTROL VALVE 2 SAMPLE PORT Z797 1 O PRESSURE RELIEF Pi STAINLESS MIN EXISTING WELL EXISTING WELL ...... ... .... ....................................................... ................. . ..... .... . ........................... VAPOR EXTRACTION r OBSERVATION WELL DETAIL n NO SCALE C2 WELL DETAIL i21 NO SCALE C2 �aK rtr�,y OF 1' ONE INCH AT FULL SCALE. A - IF NOT, SCALE ACCORDINGLY P51860014-M6-M9 �rametrik 303AM3�p 7192,wAvenue.Sullu20D•SeeNIu.WA9N104 pfsl4j Ph:.06.394.370U ISSUED FOR BID PRDJECT NAME DRAVANG NO, EPHRATA LANDFILL 16 OF 42 MULTI PHASE EXTRACTION SYSTEM EXPANSION WELL DETAILS 553-1660-014 DATE JANUARY 2026 r 70NAI. •evwmm EPHRATA, WASHINGTON 39 M 6 I O N TM6 CMWND 13 TE ..a MOl 0. REVISIONS V" 90M 00(r:T" IN PART OR W-01c WI= TM "VITEN KaMql OF OLMLY41ONMENTAI. PJ 14NRWffM REV. DEIICRIPROW ECO 6 DRAWNSY CNECKWRY DATE A •DRAWINQDR) War EXMTPREVIMLY . .... . ........................................ . .... ............... . .... . ...... DRAWING CREATED; REPLACE2W" WITH CA"022412 Die Awazz C 202186WAS37241 aE=n-us R3 HA imam 0 1ADDED 9521111 9"46any ROW 10*112145 PVC TEE PVC PIPE VC TEE PVC REDUCER BUSHING TO I INCH SOC, MATCH TO PIPE SIZE 0 SAMPLE TAPS SHALL BE VPVC SOCKET TO MNPTADIWAPTER INSTALLED AT THE SPRING LINE T' THREADED SST BALL VALVE (FNPTxFNPT) 1'XIA"THREADED COMPRESSION FITTING TMIN OF 114" PE TUBING PVC SAMPLE TAP DETAIL NO SCALE TYP 2X 7 2X 6 TMIN OF 114'PE TUBING 2X 5 1"X114'THREADED COMPRESSION FITTING .80 APPROX. SAMPLE TAPS SHALL BE 1" SST BALL VALVE (FNPTXFNPT) INSTALLED AT THE SPRING LINE V THREADED NIPPLE 4"AND 6" CARBON STEEL PIPE I'THREAOOLET ------------------- ITEM PART 9 1 —QTY. — DESCRIPTION NOTES: 1 39080 1 — CAP WBASE COMIC. TUBING 1. ALL PIPE THREADED JOINTS ARE PTFE TAPED. 2 39221 1 CONNECTOR, COMPRESSION 1-114704-H X 1-1/2' NPT 2. 95216 NOT SHOWN VAND 6" 3 39227 1 COMP.230 -.546 X 112* MPT LT NYLON 4 39228 1 EYEBOLT, 114-20 X 5'-3"THD 304SS 5 35829 1 2 NUT, JAM 114"-20 S.S. AD CARBON STEEL SAMPLE TAP a 2D2886 ER 1/4 SPLIT LOCK 316 SS A DETAIL C L WASHER.275 X 518 OD SEAL NEO SS 6. sup COMP. a 39229 1 PLUG, PIPE 314"NPT POLY MODIFIED FOR 38883 TUBING NO SCALE TYP 9 37 r POLY 1 MANUAL SET, 0 81 FOR CAPS Q � WELL CAP I " AIRIVAC VALVE, ARI D-021 OR DETAIL i11 ENGINEER APPROVED EQUAL NO SCALE M6 1" SHORT PVC SCH 80 NIPPLES V PVC TEE AIR RELIEF VALVE DETAIL NO SCALE C2 ISSUED FOR BID 0---Nwo PROJECT NAME DRAWING NO. ONE INCH AT FULL SCALE. EPHRATA LANDFILL 19 OF 42 IF NOT, SCALE ACCORDINGLY FILE NAME 112-carametrik MULTI PHASE EXTRACTION SYSTEM MECHANICAL DETAILS PS1860014—M6—Mg 7t9Z,dAVeV4e.SWW 200 - Sear1W.WAS8104 Jw — Ph;L(36.394.3700 EXPANSION M9 553-1860-014 EPHRATA, WASHINGTON 39 JANUARY 2026 GRANT COUNTY PUBLIC WORKS ADDENDUM NO. 4 Project: Ephrata Landfill Multi -Phase Extraction Project Bid Opening: 03/17/2026 Date of Issue: 03/13/2026 This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated January 2026. Bidders shall acknowledge receipt of this Addendum in the Proposal Form. Except as specifically modified by this Addendum, all requirements of the Contract Documents remain unchanged. ITEM 1 — QUESTIONS RECEIVED BY EMAIL Q: Is the Owner's preferred system integrator called out in Section 40 70 00 only providing the programming for this project, or are they providing the control equipment, motor starter, and VFD as well? A: Refer to Section 40 70 00, Part 1.01.A for Contractor responsibilities and Part 1.01.13.1 and 1.01.C.6 for work performed by the Owner -Preferred System Integrator. No change to the Contract Documents. Q: Could you provide a detail and spec on how you want the ducts fabricated to vent the heat exchanger to the outside. assuming similar to the existing ones? A: See updated sheet M2 (attached) for product requirements of the intake and exhaust vents. See record drawings (Appendix B) for existing container wall composition. ITEM 3 — REVISIONS TO DRAWINGS The following Contract Drawings are hereby revised and replaced in their entirety: Sheet M-2 —VTT TREATMENT CONTAINER LAYOUT AND MODIFICATIONS, Revision 01, dated 03/13/2026 This revised sheet is attached to and made part of this Addendum. Bidders shall use the revised sheet in preparing their bids. Except as modified herein, all other drawings remain unchanged. I 397 ATTACHMENT TO ADDENDUM NO. 4 REVISED CONTRACT DRAWINGS The following revised Contract Drawings are attached to and made part of Addendum No. 4: Sheet M-2 — VTT TREATMENT CONTAINER LAYOUT AND MODIFICATIONS, Revision 01, dated 03113/2026 This sheet replaces the previously issued version in its entirety. Bidders shall use the revised drawing in preparing their bids. 398 NOTES: 1. NO BELOW GRADE PIPING IS SHOWN FOR CLARITY. CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR BURIED UTILITIES. (D 6 INCH SIGH 80 PVC VAN STONE FLANGE SHALL BE USED TO CONNECT NEW PIPE TO NEW REDUCER. ONEW VACUUM FILTER CANISTER SHALL BE MOUNTED TO THE CEILING, SIMILAR TO THE EXISTING FILTERS, 4. NOT ALL PIPE AND EQUIPMENT SUPPORTS SHOWN FOR CLARITY, CONTRACTOR SHALL PROVIDE PIPE AND EQUIPMENT SUPPORTS WHERE REQUIRED INSIDE THE VTT CONTAINER TO PROVIDE A FULLY SUPPORTED, COMPLETE, AND OPERATIONAL SYSTEM. MATCH LINE SEE SHEET M4 fi' VIEr ............... VTT DISCHARGE ..... ....................................... .......... :X . ......... 673"SCH 80 PVC REDUCER . ...... WALL PENETRATION AT r ABOVE FINISHED FLOOR CONTAINER NO. 2: VAPOR TREATMENT TRAIN IN PROCESS ROOM ... =M8 ........... ........... 4% NEW HEAT EXCHANGER IC EX T VAE CONTROL ROOM WITH ENCLOSURE NEW VAE 473" SCH 80 PVC RED UCER ......... BLOWER .......... ................. .................... tt .......... .... ... 4' VAE NEW AB-1 1005 NEW KNOCKOUT ........... VACUUM TANK ................ ....................... ......... 1.11 FILTER(D ............... CANISTER4" VAE 1.......... . ................. ......... ........ ................... ....... . ....... .. ..................... NEW AB40005 4" VAE GREENHECK MODEL NUMBER WTHD-42-90 4 EXTERNAL SILENCER WEATHERHOOD WITH WALL MOUNT COLLAR AND EXISTING WALL PENETRATION, S C INSECT SCREEN OR ENGINEER APPROVED EQUAL INCREASE SIZE FOR NEW 6" VAE ST (TYP 2, INTAKE AND EXHAUST), WEATHER HOOD T EX 2' VAE AND WALL MOUNT COLLAR SHALL BE MADE OF a GALVANIZED Z 0 STEEL. L. W L 0 T COL ALVANIZED STEEL. WALL MOUNTGOLLAR SHALL ......................... BE SEALED USING SILICONE SEALANT. 2 6"XT REDUCER FLXFL (2 TYP) 2 6" VAE ON GRADE SEE CIVIL SHEETS FOR CONTINUATION PLAN SCALE IN FEET 0 2 4 ISSUED FOR BID REVISIONS DATE BY DESIGNED 4.Oa PROJECT NAME J. STOLLE ONE INCH AT FULL SCALE. DRAWING NO. ADDENDUM 4 3/13/202E TN DRAWN IF NOT, SCALE ACCORDINGLY EPHRATA LANDFILL 15 OF 42 N. CHRISTENSEN FILE NAM 11rcirarnetrik MULTI PHASE EXTRACTION SYSTEM VTT TREATMENT CONTAINER — CHECKED PS1860014—M3—M5 719 2rd Avenue, liulte, 200 - Seattle. WA 91,1304 EXPANSION LAYOUT AND MODIFICATIONS M5 a. moss N. Ph: 206.394.3700 — APPR 0 553-1860-014. EPHRATA, WASHINGTON 13OWPIPPIN 5ANUARY 2026 r0;'%%s 39