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HomeMy WebLinkAboutWTR2700587 WTR-1 W-5 7 Water Service to City of Kent from Seattle Water Dept. 1 of 2 Ir ( � � � v ,r W-597 • URS City of Kent King County, Washington Water Booster Pump Station at S.180th St. and 88th Ave. S. i • I • Project Manual • CI11 OF KLNT KING COUNTY, WASHINGTON M PROXCT HANOA( • FOR B(A)SIEN POW STATION SOUTH 19OTH SiREI'1 AND 8ST14 Ait. SOUTt1 • URS COMPANY >r Prol`ogrlonol Sar%irrs Orge•ntat ta, fourth and W31W 6utldIN Sosttle. W*Mitngton 90121 • Old Opmlm Oi iwr} L, 19*1 At TM-1 ICLS fX • rt0 OF KEN,T CITY YtAt.� WA AINGIGN • TABLE OF CONtENTS • PROJECT MANIJAL OMGV ADVERTISEMENT FOR BIC; OM ID IN'RMATION FIR BIDEk.RS 1. PREPARATION G: BID FORMS 2. SIGNATURES 1, IWIFIFATIC%S A. ERASURES �. IVAMINAIMNS Of THE SITE, ORANINGS. ETC. 6. MI THA MAi. OF BIDS • 7. AGREEMENT ANO BOOS B. INIERPRETAIIOM OF OIB'l,Nq;NTS PRIOR to BID oP£d11NC v. BIDDERS WEREST£O IN MORE NAN ONE 010 11). AWARD OF CONTRACT 11. EVIDEFCE OF W1ALIFICATION 12. NON.CULLUSION AFFITIAVITS ♦ 15. BID AND PERFORMANCE GIAUTANI£LS 14. A4SURANC£ PIQUIKK%tS I%. ERRI'Rt$ ANU OMISSIONS l imu DIIAIERS C cm IST 00130 CMIRANOR'S (WLIANC£ S1ATIMNT 00141) BID tkkw Oil 1Nn BIU Brim) IOw ✓♦ 1111,111 CONtItAfl DOT 14WOR WF SON) ORITS CERIIFICAT£ OF INSURANCE €NV22"., NONA'%LUSTON A;FTDAVII 0230 MINIMW MA(1, AT f I OAV I 00272 8Ut`KLMENtARV Lf NF RAI C€INDIIILA, • tR12N1 CONIRAft DRAWING INOtt €MiM, AL)OL)q 7A Ot?349 MK:U iCAIION'6 IP ytAM Atgs %, I I it JCAt ICk, • 1 to 16 NTw SPI'M ICATION SILT€Ov • • SECTION D0265 • IN(k a TO MIDIFICATIONS TO STANDARD SPECIFICATIONS SECTION SUBJECT 01010 - 1.02 SLM ARY OF WORK 01010 - 1.08 OWNER FURNISHED PROOUC IS MOO - 3.03 ACCESS 000RS 15100 - 2.02 BUTTEW LY VALVES 15100 - 2.P6 CHUCK VALVES 15100 - 2.15 EXPANSION JOINTS i S1O0 . 2.16 CAGES 16100 - 1.10 CORRECTION _ VJLTAGC. 161011 - 2.07 MOTOR CONTRULS 16100 - 2.12 FLECIRIC UNIT HEALERS 16100 - 2.13 DOOR SWITCH AM) TNTRUM N ALAHH 16100 - 2.14 At.AkH RELAYS A • INDEX TO WW SECTIONS SECTION SUBJECT oun9 PRLCAST CONCRITI VAULTS 04214 STRUCTURAL TILL MASONRY (R10T[ STEEL VOORS ANO VRAKS " '70O FINISH HARUMARL 11D10 EQUIPMENT GENERAL PROVISIONS • 11w SUBMERSIBLE SUMP ;WI#P 1106) SUBIERSIOU TU980" PUMP 16150 MOTORS • 16400 CONTROLS ANSI INS1RLft NTATIUN • • • ADVERTISEWNT FOR BIDS CIIY of KENI • KING CUUNTY, MASRIAC.W% IOOTM STREEI BOOSTER PUf1P STATION Nulire• iy hereby given that the C-It) Of Kent will receive sealed bids for the • Boaster Pump Station. the bids for the above Contract will be received at the Cil) Nall in the City of Kent, Kashingtgn, until 1U a.m., on the ath do) of february, 1974, at which time the bids will be opened and oublicly read slow. Principal items of the aro,ject are as follows: • Furnish snd Install Booster Station Vault, Piping, Electrical Faui.pment, Controls, Drainage and Grading. Each bid Shall he In accordance with 'he Cunt rant usl-legal Dncumenta and • Specifications, Contract Drawings and other Cintrart Documents now on file at the Offices of UK'; Comnan), Fourth and Vlre Builutrxl, Seattle, Kashtngiwi, 411121, Phone (205) 623-M)G, where cnpiea *a) he pirrha"il as follawa: Standard Speci f test ions . . . . . . . . . . . . . . $ 11.00 Each • Prnject Manual. . . . . . . . . . . . . . . . . . . . . $ S.00 Cecil Contract Drawings . . . . . . . . . . . . . . . . . . . . S IS.0lt to"Furrs 411:01' cant"w"Ora are not offer! to evamtne thorougttl) the bid Inet nictiona, prrlposal', the form of Contract, Drawing% and SpOetf cabins. • If there be A)) doubt of obscurtty as to It* meaning of same, intending bidders or Contractors should ask the Engineers For an explanation before suhtnitting their propG"I andfor arrepting their Contract. Each bid 'hail be aceompanted by a Bid Bond, Cashter'o Check or Certified Check, mcdm payable to the C.It) of Kent II•eaaorar as trwltcated In the infur- • motion for Bicklers. the three lowest bids may not be irittdranai for at) da)r. after the day of hid span mg. the Uwrler reserves the right to reject ant) and all bids at, waive arty • Informalities in the biddtng. B)t Merle ;k^n,Ien, I'ity Clerk Kent, kashirglon • • INFORMATION FOR BIDDERS 1, PREPARATION OF BID FORMS work and fully acquaint himself with the conditions relating to the construction and labor • The Owner,nvites t.ds on the form affected to lM so That he may fully understand the facilities, submittea at such time and Mace as is stated on difficulties. and restrictions attending the the Advertisement tot Bids All blanks in the Sid exeeilliori of the work underthis Contract.Bidders Form must be alOVOpriately filled in with shall thoroughly examine and be familiar with the typewriter Or Ink,ano all prices must he stated in Drawings and Specifications The failure or • both words and figures omission of any Bidder to receive or examine any Bidders should fiU in the tome Bid Forms forms instrument or addendum Or othe tumisned with the bound Specifications. Do not document or lO visit the site and acquaint himself fill in the bound set Of Bid Forms Witt Conditions than existing shall in no Way All Sids must be submitted in sealed envelopes relieve the Bidder from at,,igations with respal cal on theoutside the name Ol lheprolecttdr his Bitl orto the Contract The submission of a Bid • Which the Bid is submitted It Is the Sole shall be taken as a prima facts evidence Of responsibittty,of th'1 Bidder to See that his Bid is compliance with this section. received in proper time Any Bids received after 6. WITHDRAWAL OF BIDS the^Cheduled closing Isms for reCeipt Of Bids will be returned so the Bidder unopened Any Bidder may withdraw his Sid. either 1. SIGNATURES rersonafly, by written request.or by telegraphic request confirmed In the manner specified In • The So must be signed in the nerve of the Siddei paragraph 3, of any time prior t0 the scheduled and must bear the signature in long hand of the closing time for receipt of Bids person or persons duty authonled to sign the Bid 7. AGREEMENT AND BONDS 3. MODIFICATIONS The form of agreement Which the successful Bidder, as Contractor, shell be required to • Changes in or aoothons 10 the Bid Forms, execute, and the form and amounts of surety recapitulations of the Work bid upon.alternative bonds,which heehall be required totunrl at the Proposals or any other modifications of YIe BOO time of execution of the agreement,are included Form Which are not specifically called tot In the in the Contract Documents and should be Contract Documents may result in the OwneiS carefully examined by the Bidder The agreement • relacuon of the Sid as not being responsive to the and the surely bonds shall be executed in six (6) advertisement Nbglalorlelephonemodd"tiOn original Counterparts. of any Bid submitted will be considered and a 8 INTERPRETATION OF DOCU- telegraphicmotldicationmaybeco,sideredonly MENTS PRIOR TO BID OPENING it the post mark evidences that a copy at the Bidders andior Contractors are notified to modification by the telegram, signed by the Bidder, was placed in the mail prior to the examine thoroughly the Bid (natruCtipn. Bid • opening of the Bid form, the form of Contract. Drawings and Specifications. II any person contemplating 4. ERAV IRES submittlnp a Bid for the proposed Contract Is In The BidsUbmited must not contain any erssure•.. doubt as to the true meaning of any part of the intarlinNtionS of Other r.,reciions unless eaoh Drawings, Specifications or other Contract such correction is suranty, authenticated by Documents, or finds discrepancies, in of • affixing in the margin Immediatelf opposite the omissions from the Drawings or Specifical'Orts, corrections the surname of the person or peKOnS he may submit to me Engineer.a written request Signing the Bid for an Interpretation or correction thereof The person submitting the request shall be fespons- S. SXAMINATIONOF THE SITE,DRAW- iote for its prompt delivery Any interpretation or INGS,ETC. Correction of the Contract Documents will be • Each Bidder!hail visit the site of the proposed made only by Addend `m issued by the Engineer, 00110-1 • • and a copy of such Addendum will be mailed by 12. NON-COLLUSION AFFIDAVITS regular man it, each person receiving a eel Of Contract Documents. However, responsibility Upon a specific request of the Owner,the Bitlder, shall rest solely with each of the intending before the award of a Contract,shall submit non- Bidders to determine that he has, by time of ccilusion affidavits to the Owner covering the • bidding, received all Addenda applicable The BiaOer and all subcontractors Owner or Engineer will not be responsible for any 13. Ell) AND PERFORMANCE GUAR- other explanation or interpretation of the ANTEES Contract Documents. No oral mtorpretanon or A Cerldled check, cashiers Chack. or Bid bond provisions in the Contract Documents will be payable as designated in the Advertisement for made to the Bidder. Bids in an amount equal to at Nast five percent • Bidders must satisfy themselves Of the accuracy (5R) of the total amount Bid shall accompany of the estimate,'guantitmamthe Bid Schedule by each Bitl, as evidence of guod faitn and as a examination c, the site and a re eW of the guarantee that if awarded the Contract the Bidder Drawings and$Pacfication$including addenda, Will axscute trio Contract and give bond as After Bids have been submitted,the Bidder shall required, The SUCCOS31UI Bidder's check will be not assert that there was a misunderstanding retained until he has executed the Contract and • concerning the quantihee of work or of the nature furnished a 100% performance and payment of the work t0 oe done bond in the form mciuded in from Contract 9. BIDDERS INTERESTED IN MORE Documents with a qualified corporate Surety. THAN ONE BID The Owner reserves the right to hold the Bid No person, firm.Or corporation shall be allowed security from the three lowest Bidders until the • to make.Of file.or be,mereatt in mote than ono Successful Bidder has entered into the Contract Bid for the some work unless alternate Bids are and furlished the performance and payment specifically called for. A person, firm. or bond.but in no event longer then the halo period corporation that has submitted a sub-propu3Al to Specified in the Advertisement for B.ds. a Bldder,or that has quoted prices or materials to Successful Bidden will be required t0 file a A Bidder, is not thereby disqualified from Performance bond in the full amount Of the • submitting a sub-proposal or quoting prices to Contract price,which bond shall be furnished by Other Bidders or making a prime proposal a Surety company aCcr'table to the Owner Should the successful 8,7der fail to enter into a 1IL AWARD OF CONTRACT Contract and furnish A r..hsfactory performance The Owner reserves the right to reject all Bids, bond within ten I i01 days after his proposal has waive any informalities in the bidding it not been accepted, the Bid security will be forfeited • make An award. The award of the Contract, it as liquidated darrlane5, made by the Owner,will he made to the qualified 14. INSURANCE REQUIREMENTS Bidder Submitting the lowastand b,"t Bid,but the The form of Certificate of Insurance which the Owner shall determine of his 0. ,1 discretion, whether a Bidder is qualified to perform the Successful Bitlder, as Contractor, shall be Contract and what Bid is the lowest and whether required to execute is included in the Contract • if is 10 the mteMst of the Owner t0 SoCepl the Bid Documents. 11. EVIDENCE OF QUALIFICATION 15. ERRORS AND OMISSIONS Upon Mount ul the Owner,a Bidder whose aid is Ito Consideration will be given by the Owner 10 under Considerahom for the award of the claim of error in a Bid unless such claim is made Contract. shall submit promptly to the Owner to the Owner within 24 hours after the time stated • Satisfactory evidence showing the Bidders in the Advertisement for Receiving Bids, and experience, his record Of unless supporting evidence of such claim. end his arga On including Cost b'eakdown Insets,is delivered to 11011 Ua work for ins Owner. aivtl his olgaNIn.za- the Owner Within 46 hours after the time stated m Foil available iOr Me performance of the Contract tits AOverhaemert for Receiving Bids • • e END OF SECTION ' • • • dot;0_2 • • BIDDER'S CHECKLIST • The bidder's attention is especially called to the followirg forms which must oe executed in full as required: Al CONTRACTOR'S COMPLIANCE STATEMENT To be filled in and stoned by the Bidder. • 0) PROPOSAL The unit prices bid must be shown in the space provided. Show unit prices in both word•J and figures. • C) PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. D) BOND ACCOMPANYING 810 • This form is to ne executed by the bidder and the mural, company unless bid is accompanied by a certified check. The amount of this bond shall not be less than 5'i of the total amount bid and may be shown in dollar:, or un a percentage boats. E) NON-COILUSION AFFIDAVIT • Mlat be subscribed to and Sworn briure a Notary Public. The following forms are to be executed after the contract is awurded: • A) CL4NTRACT This agreement in to be executed by the successful bidder. d) PERFORMANCE BOND • To be executed by the successful bidder and hs surety company. c) MINIMUM WALE AFFIDAVIT FORM This form must he subscribed to and sworn before a Notary Public. • • ENO OF SECTION a • • OOT:D-t • • • COYIRAC:CR'S Cw IPCI.INCE STA1?ME�'��� V (President's Executive Order l.a • to D� • Th_> statement relates t0 -r d ccntrsct 4%tn the H Kent na3ed • 1 as the undersigned bidder or p a p ctor. [ represent tnat .. 1. t have. = h Drt.c:pated .n a p contract or subcontract sub3oct t .e rresid.nt' VatI +ll.ao • (regardia; equal emplo}zsent 0. rt r uang stt,61ar Executive Order. v 3Y: • • Em of Secticn • v'0130-! • BID FORM • To: City of Kent: 1. Pursuant to aril to compstance with your Anvertisement for Bids and the )that documents relating thereto, the undersigned B dec, having familiarized hies*V with the terms of the project relaLA to those items • herein bid. 4e,'q &ware of the local conditions affecting the performance of a Contract covering tht items bid, having knowledge of t oat oisf the work at the place where the wotk IS to be done. have are,. htmself with the Contract Documenta, hereby proposes and reel orm the .Irk and/or to furnish the enuipment, and to f anv 1 of the 'labor, materials, tools, expendable soul pme u y and trans- • pnrtation services necessary to perform A c v ng any or all of those items herein bid and to comp a rkma Like manner. all work covered by said contrast to ',a Owner's 180th Street Pump Station project, for an amo on the basis of the quantity of work actually perfdrmeu a id prices: • iffM ESTIMATED I PAL %0, QDANT I TY DLSCRTPT OF 1,Lft cc ST 1. 1 L.S. furnish and install 1 Street Baoater P • barrel, pipinn q electrical t vauit, a nt find colf I Lented .i ^.q. • "r Lima $um) i.vor: s; gures. 2. The undersigned Bidder hereby p eta to con.ttence work under • this Contract, if awarded to ten (10) consecutive calerdar days after the. i&suance of ice to Proceed are agrees to complete the entire Contract s xty (60) consecutive calendar days. The agreed liquidated damage r shall be two hundred dollars i$2DD.:W for each calendar da er ano above the stated number required to complete the Contract.. These shell be no exceptions or revralons to thL • Stated time schedule& withhut written %otice from the fhmer or as specifically Provided in the Contract Dovmtents. 1. the Diener reserves the right to delete all or an% portion of the work as cutlinel in the Contract Ducupertn. • DO`si;-I • A. the Owner snail pay to the Contractor as full consideration for the pacformence of the Contract an amount computed upon the paws of the qu:; ,tlty Of work actually performed at the unit prices as set forth in the bid. S. It is wnderstopd that the quantities stated are approalmste only and • are subject to tither increase or decrease. and ahOuld the quantities of My Of the Items Of work bo inCraaaed, the contractor anal, pef fd Cm the additional work at the unit prices set forth in the bid and should the quantities be decreased. payment 4111 be made on actual quantities installed at the unit west set forth in the bid rd '�* Contractor will make No claim for antici-Iated profits for env increase o decresse in t uantities. Actual quantities will be determined upon completion Of a rk. 5. The required bid security in the amount of 5 he b reto attached. O i. It is incerst000 that the Contractor 9 lb le for obtaining end • Ooswleting al. required government far. B. Ree+ipt of the following A tract Documents is nereoy acknowledged. Addendum Data Of 51 n • `o• of add owl of 7 O 2 • e Oota: Failure to acknowledge rft4lDt of the nnq v considerea an • trh•Cularlty in the proposal.) 9. Notice of Acceptance Of this bid r additional information should be aecreased to the undersiq �t d-es, states below: Date: • av: _ • ?none: • • + • EW CF SECTION • + • • BID BOW FORM Herewith find deposit in the form Of certified Deck, cashiers check, • caLh, or bid nond in the amount of $ which amount :s not IeRs than five percent of the tote old. • BID BOND KNOW ALL MEN BY THESE PRESENTS: Oa • That we, as Principal, and as Surety, are held and firmly bound un ENi, as Obligee [ne penal sum • of Doll - a payment of which P no, any the Surety bond themselves, their executers, admi -ttra o pal and assigns, jointly and scveraily. these presentsPod The condition of this obligation is suc. t.e ligee shall make anvaward to the Principal far accOrding to the terms of the a mace by th i Dal therefor, and the Principal shall duly m k �e ter into a c trac t he Obligee in accordance with the terms of r000sal or a d aw, - d snail give • band for the falLnfUl perfarmanc.. ereof, wit t its approved by the Obligee, or If the Principal shall in a a 50 to do, pay and forfeit to the Obligee the penal amount th it specified in the call for bids, then this obligation shall e i i : otherwise it shall be ant remain in full force and effect ty shall forthwith pay and for- feit to the Obligee, as penalty images. the amount of this bond. • SIGNED, SEALED A.W DATED DAY OF PRINCIPAL — • • 19 Received return of deposit in the sum of S L'O L°0-t • • CONTRACT • TMI" AGREEMENT, made and entered into in triplicate, this day of 19 ^, bl and between the CITY OF KENT, herinafter called the Owner, and • herinafter called the Contractor. w ITNE55ETH: • That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: • 1. The Contractor shall do all work and furnish all tools, materials, and equipment. for • in accorclance with and as described in the attached specificaticns • and shall perform any alterations in cr additions to the work oravided under this Cor.tract and every part thereof. Mork shall start within Ten (10) days after Notice to • Proceed and be completed in calendar days. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner Two Hundred (200) dollars for each and every day said work remains uncompleted after expira- tian of the specified timit, as liquidated damages. • 00211-1 • • Page 2 Contract The Contractor shall provide and bear the expense of all equipment, • work and labor of ,r sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the • CITY CF KENT. 2, The CITY OF KENT hereby promises and agrees w'th the Contractor • to employ, and does employ the Contractor to provide the materials and do and cause to be done tiie above described work and to complete and finish the same according to the atteche� plans and specific,- • tions and the terms and conditions herein contained and hereby contracts to pay for the same ar ing to the Attached specifica- tions and the schedule of unit or itemized prices hereto attached, • at the time and in the manne, and upon the conditions provided for in this contract. • 3. The Contractor for himself, and for his heirs, executors, adminis- trators, surcessors, aril assign_ does hereby agree to the full Performance of all covenants herein contained upoo the part of the • Contractor. 4. It is further provided that no liability shall attach to the CI1Y OF KENT by reason of entering into this contract, except as ! expreasly provided herein. • CCCfi_2 • Page 1 Contract IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and Yea. First hereinsdove written. • CITY OF KENT BY: CORPORn TE SEAL: ISABEL K. HOGAN MAYOR ATTESTt MARIE JE%SEN CITY CLERK Aeproved as to Legalitvt --=Tt74RS2'" CORPORATE SEAL: • 'Wl!TIESS, iF PDIV10UAL or PARTNERSHIP: 002TT-3 • PERFORMYNCE BOW BOW TO CITY OF KENT KNOW Ott KN BY THESE PRESENTS: That we, the undersigned, as Principal, and a Corporation organized and existing uder the laws of the State of Washington, as a Surety Corporation, and qualified order the laws of the State of Weaning- ton to become Surety upon bonds of Conti actors with Municipal Corporations, as Surety, are jointly and several:. hell and firmly bound to the CITY OF KENT in the penal sun of S for the payment of which sum on d"and we bind ourselves ' d our successors, hetrs, admini- strators or personal representatives, as the case may bs. This obligation to entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF KENT. Doted at Kent, Washington, this day of to Nevertheless. the conditions of the above obligation are nuch that.: MIEREAS, ut '•r and pursuant to a motion duly made, seconded and passed by the C:tv Council of the City of Kent, King County, Warrington on the day of ip has let or is abo4t to let to the said the above bounden Principal, a certain contract, the said contract beinq r berod T, and providing for Page 2 + Pertarmance Bond lwhich contract is referred to herein and is made a part hereof as thougn attached hereto), and WHEREAS, the d 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 IHEREFORE. if the said shall faithfully perform all the provisions of Sala contract in the wanner and within the time herein set forth, or within suet) extensions of tint � as me* he granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material +Kt), and all persons who shall supply said PrinclPal or subcontractors with provisions and supplies for the carry- ing on of said work, and shall hold said CITY OF KENT harmless from any loss or damage occasioned to any person or property by reason of any carelessness n- ..egligenrr c, tt,e part of said Prirc;,al, or any subcontractor in the t1 performance of said work, and shall trdemnify and Mild tre CIIY OF KENT specifies in said contract or from defects appest mg or developing in the material or workmanship provided or performed under said contract within a period of One .ear after its acreptancc +hereof by tiie CITY Of KENT, then and in the event this obligation shall be void: but otherwise it shall be and remain in full fore arM effect. �. IN WITNESS WHEREOt, the above hounden parties have executed this instru- ment under their separate seals this day of 'y the name and corporate seal of earn corporate party hereto affixed, f and these presents duly signed by its undersigned representative$ pursuant to authority of its governing body. • Page 3 Performance Bond • TWO WITNESSES: P rciPal By: • TITLE: CORPORATE SEAL: • i By: • CORPORATE SEAL; TITLE: ADDRESS: • CERTIFICATE AS TO C'ORPORATE SEAL • I hcrebv rertlfv that I am the (AssistanU Secretary of the Corporation named as Principal in the within dond; that • who signed the said Bond on behalf of the Principal was of said Cdrporatiorq that I know hiu signature thereto is genuine, and that. said Bond was duly signed, sealed, and attested far and in behalf of • said Corporation by authority of its governing body. SECRUAR) OR ASSIbIANT • • United States Fidelity & Guaranty Co. • Mission Insurance Company Indusmal Indemnity Company Caldorma Union Insurance Company • • A x CIP21231 1-31"Bo 500, 500, x x11 100, 100, >x x A cj x ° ;'� 500. °A x CIP 21231 131.80 250 • x 500, 100 Y ' © 833086 1.31.18 • 1,000, 1.000, C CP762 1549 50o, D All Risk SP 319507 923.77 100%C3m Inted Value • Bui,der's Risk p (ALS 190 Form Inclmling Earthquake, Flood and Landsilkiw Uwawt and Consulting Engineer included as Audcional Insureds .6 resin Cl operations dalCrlll@d iil)oyP.. _. .._ 20 • • 002151 • NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON) • t ss NON-COLLUSION AFFIDAVIT COUNTY OF KING • being first duly sworn, on oath says `.at the bid above submitted is a y�nuine anm not am c usive bid, • or Wade in the interest or on behalf of any on in named; and he further says that the said bidder h t Iv or indirectly induced or solicited any bidder on the abo polies to put in a sham bid. • or any other person or co rpo �errain from biddin , n that said bidder has not in any manner '�'5Tyc by collusion to ure self an advantage over any other bidder or bidders O V JI • O� S0scribeo and sworn to before me th 19 • Ntl Lary Pub L c in intl for Lhe State of Washington, residing at • END OF SECTION • • • • OO:5-t • • MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON) 58 COUNTY OF K11r. 1, the undersigned, having been duly sworn, depose, say and certify • that in connection with the performance of the work outlined in this principal contract, will pay the prevailing rate of wage for each classification of laborers, workmen, or mechanics as specified within these contract doriments • to all such employed in the performance of this contract; that I nave read the above and foregoinging statement and cert.3.flrate. know the contents thereof and the huhstance as set Forth therein is true to my knowledge and • belief'. • CONTRACTOR • Subscribed and sworn to befnre me on this d:iv of 19 'rotary Public in and or the State of Washington. Residing at. • END OF SECTION • + • 00210-1 • • SECTION 00232 SUPPLEMENTARY GENERAL CONDITIONS • I. STANDARD SPECIFICATIONS 1.1 Standard Specifications for the Contract are contained in a bound volume entitled "Standard Specifications" dth Edition, 1978, published • by URS Company, Copyright 1978, which volume is incorporated in this Contract by this reference as if set forth herein in full. 1.2 The Contractor's attention is called to the fact that said Standard Specifications contain General Conditions to this Contract as well as construction details. 1.3 The respnnsibilit, for supplying himself with these Standard Specifi- cations shall rest with the Contractor. 2. MODIFICATIONS TO THE GENLRAL CONDITIONS • 2.1 Add the following to Article 7, Status of The Enqineer: 7.4 Access to Site for Regulatory Aqencies 7.4.1 Representatives of the Stale of Washington Healtn Department shall at all times have access to the work wherever it is • in preparation or progress and the Contractor shall provide proper facilities for such access and inspection. 3. ENVIRONMENTAL POLLUTION AND PRESERVA110N OF PUBLIC NATURAL RESOURLES 3.1 In accordant^ with provislons the Contractor shall secure an of Chapter fit, law:; of 1973, H.B. 621, • y permits or licenses required by, and comply fully with, the below listed federal, state and local statutes, ordinances and requiatinns dealing with the prevention of environ- «ntal pollution arid the preservation of public natural resources that may effect or may be affected by the project. These provisions are not LXClusive and the Contractor must familiarize himself with all such • statutes, ordinances and regulations, whether listed or �or and al such Statutes, ordinances and regulations are an interval part of this Contract. Washington State Owrartment of Ecatan • W.A.C. 18-02: Requires operators of stationary sources of air contaminants o maw lntain records of emissions, periodically report to the state infon"tion concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation 1. R.L.X. 90.4a: Enacted to maintain the highest possible standards to msure • e y of all water of the State consistent with public health and public en}oyment thereof, the propagation and protecting of wildlife, birds, game, 00132.1 fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable sethods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge cause or tend to cause pollution of such waters. The law also Provides for civil penalties of $5,DO0i day for each violation. R.C.M. 70.95: Establishes unifdre statewide program for handling solid wastes which will prevent land. air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. Washington State Department of Natural Resources R.C.W, hlbgl.311: Provides for abatement of addition&'. fire hazard i,and upon whit Ghats is orest debris) and extreme fire hazard (areas of additional fire hazard near building, roads, campgrounds, and school grounds). The Owner and or Person responsible is fuliv liable in the event s fire starts or spreads an property on which an extreme fire hazard exists. R.C.M. 76.O4.010i Defines terms relating to the suppression or abatement of diet oret""T-r es oc forest fire conditions. W. 70.14 11: Provides for issuance of ournmg permits for abating or proven— i` oTTorest fire hazards, instruction or silvicultural operations. R.C.W. 7e.04.310t Stipulates that everyone cieurioq land or clearing right-of- �. way i a pile and burn or dispose of by otter satisfactory means, all forest debris rut there on, as rapidly as the clearing or cutting progresses, or at such other tines as the department may specify, and in compliance witti the law requiring burning permits. R.C.W. 78,44: Laws governinq surface min:nn kincluding send. gravel, v�one, and oarti rom borrow pits) which provide for fees and permits, plan of operations, reclamation plan, bonding, and inspectiun or operations. W.A.C. 332-le: Delineates all requirements for surface mined land reclamation. a.A.C. 33:-y4; Codifies requirements of R.C.H. 76.04 pertaining to I,., clearinq and burning. Miscellaneous federal Legislation The fpll<awinq sections are known to require permits: :, Section 13 of the River and Harbor Act a�irpved March 3, 185?i Provides that iscnarga of refuse w.i hout a permit in�.o navigable waters is prohtbited. violation is punishable by fine. Any citizen msy file & romplalnl with tna U.S. Attorney and share a portion of the fine, Shcrelinv M.ina'ement Act of 1471 requires a permit for constructaon on state ah're :nr ., 00232-2 • Washington State Department of Fisheries and Game Chapter 112, Laws of 1949: Requires hydraulics permit. on certain projects. i Washinaton State Department of Ecoloqy W.A.C. 508-60: Requires permit to construct to state flood control zone. tractor secures one for his operation (false-work design.etc.). M.A.C. 772-24: Permit to discharge commercial or industrial waste waters into state surface or ground water (such as gravel washing, pit operations, or anv operation which results in a discharge which contains turbidity). W.A.C. 508-12-261): Requires permit to construct reservoir for water storage. W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. 508-12-220: Requires permit to use groundwater. W.A.C. 508-12-280: Requires permit to construct storage Cam. Washington State Department of Natural Resources R.C.W. 76.D4,150: Requires burninq permit for all fires except for small bur. qor ices or recreational purposes or yard debris disposal. Also the Department of Natural Resources reservea the right to restrict burning under the provir••ibns of R.C.W. 76.04.150. 14.G4.17U, 74.04,1BO. and 70.94 due tc extreme fire weather or to prevent restriction of visibility and excessive air pollution. U.S. Army Corps of Engineers • Section 10 of the River and Harbor Act. of March S, 1899: Requires permit nr construction (other[ran bridges see U.S. Coast Guard administered permits' on navigable waters, Fire Protection S R.C.W. 52.28.D10, 52.2B.02U. 52.28.OS0, 52.28.040, 52.28.050: Provior,i au[nurity far, regal cements o , and Pena ki«s or failure to secure a fire permit for building an open fire within a fire protection district. 7.2 The attention of the Contactor is called to the statutes of the State relation to the pollution of water and air. The Contractor shall rarry e out his operations in conformity with the applicable sections Of the State Statutes and all requiatians adopted pursuant thereto, including the acquisition of a burning permit if burning is Contemplated. S.'S If the Contractor most undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances, rule% or reguL- • tions dealing with the prevention of environmental pollution and the preservation of public natural resources that may affect or moy be affrctod by the project which enactment or anenowedt occ:.rs after the submission of his bid foi vhts Contract, the Owner shall issue a Change 002J2-} Order setting forth the additional work that must be undertaken which shall not invalidate the Contract and the Contractor shall proceed to Perform such additional work. The amount paid to the Contractor for such a change order shell be determined in accordance wit-. the provisions of Article ' 13 of the General Conditions, provided, however, that such additional ccmpensa- tion to undertake work not specified in the Contract Documents shall not be approved unless written authorization is given the Contractor by the Owner prior to the Contractor undertaking such additional activity. END OF SECTION i SECTION 011251 CONTRACT DRAWING INDEX • The following list of Contract Drawings are a part of this Contract. The date of tseur or latest revision date Shall be applicable unIt-sa the drawing is revised bl change order or addendum. i Draw uuI Date of Drawinq Number Title or Latest Revisions 1. INDEX Of DRAWINGS JANUARY 1979 LIST 01 ABBR. STANDARD M TAILS 2. STD. SY148OLS k ABBB. JANOARY 1979 VICINITY MAP i S. SITE PLAN JANUARY 1979 KC+1. PLAN A FLf Y. LLEC. PLAN JANUARY 1979 DETAILS A SCRCHATICS ELECTRICAL CONTRC.• BUILDING JANUARY 1979 PLAN 8; SLCTAINS 00251.1 • SECfiGN U0265 MODIFICATION 1G Sl HNOARU SPECIE 1CAl1ONS • the following modifications to the URS Standard Specificat,on, Sixth Editrun, 19713, shall apply. SEC.ION 01010 SUHHARt of 'WORK A. Add the following to Subsectin I.02: G. Hon. specifically the contract:. shall consist cr completion c` .M workk within tie contract limits shown M the o,awings. All equipment wd material shall be furnished by true Contractor • The work includes but io not limitrd to: Connections to watermains, furnish and install pumping ay, piping, valves, fittings, electrical services, controls, barrel for well pump, the entire system shall be tested, completr and in operat ion. Contractor uholl also provide sump pump wit;i discharge piping, pad for tcanatormer, drive and perking area and grade • site. Grading snail Include importing all material neressory to bring the grade to the contours shown. After site wutk is complete the entire area shall be cover crop seeded as described in Soot ion 02otK1-3.03. O, Delate subsection 1,Oa ant uuh:,t itulr the followingi • 1,Oli OWNER it1RN15t$o PRODUCtS A. the Ovaier will furnish no metarial. S1CHON Oo:WO ACCESS ODORS A. Add lho following to subsect toe 3, S,Ui Acrean doors shall be cost in lhi> concretr riser sections. SEC110% 15100 - VALVES :!,U,' Wit ig Rt lY VAM5 .., Dekde parwiraph F-2 and ututr;l elute the following: 2, for pWgi isol Nlion vervlre provide an-off handle with locking • devirr (Norris TO or equal.) 2.0n C'mrCK VALVus Add IN, following; • C. 01uphralm Aectuatrd Check Valve; 1, iype: Globs body with diyphrxim and pressure sonsinq pipirn{ wKi tipead control needle vaiii•n, Z. Sire: 10 inch, • s 1. Ratinq: 175 psi, a, Service: %nest is water. 5, Dudy and Cover; Cist Iran, ASTM AIZo. Class B. + 6. Valve Trim; Braas, ASTM b21, bronze ASTM Lot and 10) stainless steel stem. 7. Lnds: F'i a,xled. S. Diaphragm: Renewable resillient rubber composition. 4. Operation: Rydrauiir by line pressure, spring loai.ed. 10. Auxiliary Equipment: Limit switch assembly mounted tot . actual ton by posnl nnn of extended valve stew adjustable aver full range o' travel. 2.15 FWANSION 30INIS A, lypee Spool with unfilled bulb. � 8. Material+ Integral dark and neoprene, ASTM Dt41R9, Dr^.Fgnat inn CR.. C. Retaining Rings, Galvenited Steel, D. Central Rods: ASTM A) or AST11 A373, xlalvanrzed. E. Cnnd It liwtsi I. Pimp Disrhatge: Pressure type, 170 pound srrvtre. 2.16 CA;;F:S A. t#%v~ntt Plionphor bronze bouroon tube large brae anyt stream relievan with heavy dWV bronze rotary type movement with bronze links arwl arrews, B. Otalr 4-If2-inch diameter heavy gagr aluwl". with black littwigrophed ' :tries sal amarrals on white backgroual. C. Casel AloMMUa or polyprapollme with wait riuq and gaskoted glans brystal. U. 5rwkot. Vil-rtih NPi lowel .tail coawrtien, t, Range,t 0.3111D psi. SCC1IGW. Wou • A. Poragrnph 100$ C., 24, dsirte "45" oral invert "24w". il. Or•lelmi Subeeclion 2.07 and substitute thr tillllowinni 2.07 Mum CLANIROLS A. lif 4A St artdanl: 1. Indivi(ItAl wall mbuntexi units. tl. Cbabinmllon switch and aagnel It starter. C. IVPar site Wall fwrtiaMa av "I cOted on the drmwingri. I. llctbas-tho-line start. 2. Contacts sell, flowing iy1ee Mwigotod Pot Inspection and t lotsreaw+t 3. Mauewl WWI' awitrh, gtirrk make, quirk brook .type.. D. Modit1ar,cornstru t ion, E. Pilot tktvieee no trintro1ler dour rmlens othor"%tl rnfirtcd on the plans. • 1. Start-slop buttons or selector swttrh .see srhemat to .71agram;, 2. Motor running - arber luNtt. y. Motor tripped - red light. • A. Cirrult etu.rgizati - green laaht , S. Reset buttons. e. Elaivm,J time meter. b digit tours ant; troths, nnnresrtable. i. Afieetri, matur At currert with phase switch. t . Nerload trips in each phase: 1. Sized for a W1 motor. 2. Verify fts. motor name plate wvJ messure tarp load. Piiolocking provinions in oiler` positlao for ( ticult breikri'. H. 120 volts control power through sn integral control ttartatoimer. 1. Protective fuse for each control circuit. 7. Terminal u,i 1p for all external connections. K. 2. SPOT Auxalar) rontiirts on each starter for Spares. 1. Circuit breaker Safet. dtsvonnert handle oi� cover. Add the fotlowing paragraph: -.,t, !E£CIBIC Will MEATLPS A. Sarvlcat SWmpemied tvietria supported from the wiling, or wall. exposed installattrn. B. lypei :.eir-rantained, factor) easewaled, heavy duty unit cohstal ,it electric tostutti clesrntu. fan anJ tutor, huu;,loM, a40 outlet uiffusinn, ttl approved, horiiatdal flow unit heaters. C. Arceasoriest brackets for rlgrS hratet mounting to the ceiling or 410 wwil as indicated nn drawings. U, t;esAgn pat as 1. flat Craft 1.6 Kw. Z. Valteget 240 vollta, 1 phase, c.(I hertz, A.r. i.. GintIolt i. tt:aasharwernt HU111R:•tn ttatialnra,rti. to mupoi., 'Ir"tt volt cmult for the mufor and cwitfvin, llti vutta tit 94 vttit:; i,n tt,.,aaw.t'A.rt cat Col. v.'I'J OtIUR SWItCff OR ItitRLIUR AA.ARM A. Door amiltrh Ntall,'lie. easusi strolled, Ory mil Oki, Visa, or eirml. 1.14 Ai Aido WtAV$ A. multiple wtwy ;.Atip Crit.wt.i, IMi, tipnkotynq roil. pltxy-in ztnJe With piastre duet cover dmlgn+.ne, • • p_ady (F"O 11tW r s + g11n..} SECTION 03409 # PRECA57 CONC.REIE VAULTS 1. GL*E RAt 1-01 REotaIRM.NTS SPCCIF IOU ELSEaNERt 40 A. Excavat font Section 02200 9. PkPimp 71Y1slun 15 C. Vent tlattont Section 1SBOI D. Qxxrett: Division 0 E. Arrnsa Uours: Sedum, U85tjG 1.02 WAl ITY ASSL4jAk(E A. Concrete conform to ACT 318 and ACT 613. 2. PRODUC.h 2.U1 VM Vf VAUt.I A. Sault shall be Ut%lit) 415-IA, n' x 1' x 70 Nkgh. 4 nsxlr 1wa.:uret with kttsyt and three tlum:rwAt acreta door* caal tnto ttx riser& an etwrar• 2,t12 Af,t('S, DOUR A. D�-mr stern #tall he as ahtaat on the Atawtnge. O )nrs shill "nrhrm Oro Strt um 0R3U11; • • ' kY) tt kACIIM USaUq.1 • SCCT ION 042,A STRUCTURAL TILE MASONRY 1. UBERAL 1.01 RELATED WORK SPECIFIED EI.SEWHERE A. Mortart Section 04100 H. Manonr% Accesaor tes: Sect wn (3-15c 1.n2 OUALIIY ASSURANCE A. Conform to Uniform building Code. 1.03 SWtib41111A4.S. PRODUCT Ufa IVERY 00 W(.ATI$R CUNUIi 10N5 A. Conform to Subsert,ons 1.03, 1.04, I.f15 AM 1.06 of Section 0422t) 2. PRUDU('T5 r A. Masonry wally to be cons'r,rcte•d of R" Nnmmuf.fi Cloy block ns marwfart ured t.y Interpat'•e Carp. or equal. Y. Waterinort treatment; 2 coats of low aeltds stltrone or acrylic Vesta Water proofirul material, 1. To ae sMittved b,. Engtneer befute anpitca,i,)n, I. excfutTUN A, t'A00". N.i Sect t'xn 042in-3. • • � UN) lH SCi.l111rJ • • • DIVISION 8 _ DOORS AND WINOUW'. • SECTION 08100 SItEL DOORS AND FRAW S 1. GENERAL • 1.01. RELATED NORM SPECIFIED CLSFWHFRC A. Hardware: Sect ton C07C:l 8. Glazing: Seciion 0886U 1.02 Ill SCRIPT IUN i A. Standard steel doors and frames. 8. Special crane rail doors and stainless steel doors similar to stock door constructor. C. Stordard steel and stainless ateel relite and window frames. 1.0 SXANDARos A. "Recanmrnded Speer f real tons--S1"Rrd Steel IMnrs and Frames" SDI 100-e9i Steel Door Institute. "Fire Doors and Windows", NFPA No. 80, where applicable.. • LU4 SURMIITALS A. Shop drawl'.gs show anchorage, and reinforcing specifically designed for required structural attaetwent.thickness dtronsinns. Illusstrahe all Yr+reltit, width, and H. Certification of conforma,Ke to spectfled at wrdards. • C. Manufarturer cot.shrets illustratrnq and sperifyfng nrodurts. 1.0'i HANDR.INt. A. Store in an grrigtil position. Prutor: from the elements or, wood hlockinq in a manner In preoent damaging or mdrrirg lire finish. • . . PRUt1U0X`5 .01 HATLRIALS A. Sheet Steels ASTM M25 commercial grade trot-dipped gal4arized or • gii"anooledi 1 mil minimtm thickness. ASTH A167-70 stainless steel 'sheet AISI type 302-304 where indrrsted on drawinos. B. Cure Filler; Where indicated, proride mineral wool or f1herglass filler of not less than 5.0Imunds Pot, mduc foot density, complwlely flllinil all roido and ha.ing a "U" tartor not to exrced .41 St exteiior doors or doors where insulated door in scheduled. At all • otter doors provide soiavd deadening. C. Paint: Host-inhibitive primer. • U8100-1 • 2.02 STEEL DOORS A. General: Doors full-flush type Type 2, Style 3 (nonpanel) Fenestra or Krause 6 Scheelar, Inc. • B. F'abricaLlou: Fabricate dooru in accordance with SOI 100-69 except as modified herein from two galvanized 16-gauge steel cover sheets rigidly locked together and internally reinforced with ladder or grid Pattern construction formed of 18-9auge galvanized cold-rolled channels. Grid of no less then four contlnunus vertical members arid no less then eight horizontal members. Turn flanges of top channel down to permit • flush lead construction, with no recesses to accumulate water and dust. Bevel vertical edges at 1/8" in 2". C. Hardware Reinforcement and Locations Door's mortised, reinforced with 14-gouge reinforcing fo- butts and locks, drilled and tapped in arcordance with templates furnished by hardware aupplier. Provide 14-garxle or thicker reinforcement plates for all suface applied • hardware. Field drill and tap for surface applied hardware by instal- ler. Location of hardware shall conform to NBHA recommended standards for standard doors 6 Frames, AIA File ON. 2.03 STEEL DOUR FRAW S A. Dust, frames of section and dimensions arinwn, fabrtcoled firm lb-gaucle • steel, except doors 34-6" wide .and largers shall be 14-gauge, with inl u'cd corner,,,. Weld corners ur,4 yrind smooth. Provide frames with proper, approved anchorage as required, Jamb anchor 24-inch maximum spacing. Provide a temporary metal spreader at the bottom of frame. or Jams, extensions with permanent npleadeis where noted in hardware schedule. 8. Provision,,: for Ilardwares Door fromes neatly, accurately mortised and reinforced per referenred standards at hinges, box strike and othei finish hardware items. Drill and tap as required. Hirxle reinforc- ing 3/lb-inch thick ateell reinforcing 1'01' other hardware minimum 12-g8uge steel. Reinforcing plates spot welded to interior surface of frame. Provide three rubber silencers per Frame. Provide plaster guards For other frame openinga not covered by hardware. febrlcate special door frames similar and equal to stork steel doors. Fabricate exterior frames of golvaruzed steel stock, 2.114 SHOP PAINTING A. Clean metal door unit frame thutoughly by power washer, Rinse and phoeiihate coat all exposed surfaces. Press doses rough, or uneven spots, and fill any piha, dents, or scratches in exilosed aut^facees will, metal IKd.Ly. Prime exposed surfaces with one shop cost of rust-irihibit.ive metal primer a minimum:of one mil thick which will form it satisfactory base for final Finish. Back of Frame protectcil with a cost of ruat.intubltive primer. 081OD-2 • 3. EIIFCUTION 3.01 PRUARAI ION • A. Coordinate deti�cr3 or termvlates from hardware supplier to frame fabricator for installation of hardware. 3.02 INSTALLATION A. Install steel frames in accordance with drawings and stop drawing, and in rigid, suhstantial manner, square, plumb and Ieeel, utilizing anchors or other approved installation deuces reguireo. R. App13 hardware and hang door phmb and level with not +core than 1;8-rnrh clesra,,e at jamb and need. Make ary adjustments necessary for aattsfactory operation. Instal! doors in accordance with SOI-105 and xanufacturer's recommended instrLrticns. 5.03 FIELD TOUCHUP A. Clean metal door and frame thoroughiN W'd touch up ant Fouts where J"V coal is damaged with same paint used for sharp cast. • " • ENO OF `4. CTION + • • • 011ttM-3 SEC1IUN 09100 FINISH HARDWARC • 1. OEW". IXI ICLAfED w(.!RK SPLCIf IED ELaiettilL • A. Cabinet hardware, sign$ or idPntif)ing devices R. inlet comportment hardware a. i wepsso-tes: Division to 1.02 SIIRMII PALS A. Template$: Submit to duo" manufacturer within tU days after review. • a- Catalog Cuts: Submit folder with catalog ruts on hs"dwa"a proposed to be used. C. Nardwara Schedule- Submit five (S) copies or the complete hardware setwdule for engInear's review prior In placing orders for same. List each opening and hardware to lie epplieu. Stats keying, water isl finish and msnufsctimer's name aril number for cacti. Item. • D. Keying Srvedule: Submit direct to Owner with roily for revii`N by i'ngineer. 1.03 PRO"T HAWX I NU A. Deliver to job mite in labeled parkaq-r marked for location in Arror- • dance with hardware list and groups sparified. 'hare in n locks, rory acresalblo for Ins;paction until installed. Supply all l;avuired fa$twWrs, screws and bolts in tht, approprtete mwlriiinn flni;n. H. P'Kiaitlg and fsRrkirrgr Packsga each Ire of hardware alai Poch i seperstaty in individual contamneis, complete with nereasai. kesm, tnstruetiors and rn'0011a1 Irx. template for'spntt ini m,.:; .. • tails. Hark ewch container with item camber rorresfandlrwl to iwj.:..,. siawn of Cuntractot's hardware mchadulry 1.04 CONSTRUCTION tan,; A. Provide eonmltrdctlon larkaat cares or Padlocks r • construction matertala ani VoIll"e'd .Nil v;-Pji ;rj permanent building key oyatei... t.11•. SPECIAL IDOLS H. Provide one (1) set of special tools for installet.ton and M,; • hnanre of hardware.. Contrartdr to delivat to the Owner usxo lion of work. 1.Ub VUSI'ttTION AW AD.1H. , I. factors; repreae"I'll rv.--, t r -oor i ,i sac .�1,a „as.,rts Iv iw • able during constructrm to aimt curt it, the peeper ust al isi icw Wiju:t"It methods IF nel`Mr✓lalq. Fit rlpmnr relu,4,•niss,%e w," Wl,l- Inv. final operation of the rliisers at project nomplri . • 1.07 HARIWW LOCATIOM A. In accordance with NOHA recommended locations foi Standard door% and frares, A14 Fitt 027. • 1.08 FINISHES A. As shown wider 2.02 Hardware Groups. 2. PRODUCTS • 2.01 PASAWAOUKRS A. Lir.Sw maanurarturer'% namrs aril nuahrrs establish minimum quality, desitir via function. Equal products or other manuraetwers eisy be £urn..shed. ' I. Butts+ Hager llst.ed, Stanley and NcKiinrr of equal. 2. Locks: Yale listed, Schlsge or egwl. f. Exit Devirnr Yale listed, t,n 1i,iy..rin or equal. 6. Cioaerst Yale hated, Parton or @goal. 'S. Ovorheed "Oldest Glynuo-3ohmom listed, Checkmate or equal. 6. true A Statist '114016ty listed, Ghmi-Johnson or equnt. • 7. Carrs.Baltst guildere are" Knrka listed. A. thresholds A tteatherstripi Peeko listed, Reese or equal. 244 VAMWX Each doorz • 1-1r`2 Pr. Butt% 1y'r1104 U'SM) 4-1:2 . 9-1 2 low I I,Fh* 1-4117 'a CU a 4v7 r 1 C'lasar PA411211 Series n S. '1 ".et- aestherst&tp 'w J n Jo:,d . I Thi eshaid 2.01 KEYS Mar kLY1MG A. Larks shsl,j Newe, tmi h,,y chari4e4. the keyirni WtsIdule shall ni, µrrpared t% direct by the QWW,. Ltx*s keyed alike in gtorpu a,d • ,. mwattr k"M to asi+it IN locks ao directed, fag.earn Get of i,�a With ea'ap OVW cloth 144 rlsarli la6eisd with the roes Ysmbem mid furr.a.l: bow mdlitt, iia,a. .B, tor#rd to to kwyed 'like r., ,.. 3, E'XI;' !zt;`, • 1.01 A. hiaprct.ion of Candat..ionvi 'txamirw telatrd work and mn'rarek hefdre star Ung the moors., :RPPdrt to zwNimwt' in writing 1:Oodit Who which will prnent- the proper WaIrtston of this work, Beginnilxl the work of • tills eecvlon without reporttaxl mauttabie conditions to the engineer amaslttutea acceptance of conditions by the Contractor. Any required reeoval, repair or replacement of this work caused by unsuitable MndltlMS shall be done at no additional mat to the Owner. N. iemplatea: Furnish all templates in accordance with approved hardware xhedule as required to prepare akioaa and frames to receive finish hardware. 3.02 APPLICATION A. Reber to hi.tr sections of apecificattwh,. 5.0) FIELD IWEClilh\ *0 KE11 f. CONSULTAIIO\ A. ftnufacturer's represent.at tve�: to: W consult with the Ownnr on key ing% 0. Deliver keys direrctly to OW*u as directed and (Z) make final ad,lust- swmts to Ivry door closers. • ` END 011 SFCIION • i • • SECITON 11010 EQUIPMENT GENERAL PROVISIONS • NERAL 1.01 RELATED WURK SPECIFIED LLSEWHURL • A. Prebid Suhmttt.slst Information For Bidders. Section OIM slid Section 016,00 B. Shop Drawinys, Project Data, and Samples: Section 01540 C. Schedule of Valuest Section 01370 I). lastinq, Startup, and Operel.iont Seci.iai 01430 E. Materials and Equipments Section 01600 • 1'. Subsl itut tons: Stt 0 it'll 01600 G. Operation and Maintenance Dale: Section 1750 H. Spare Parts and Maintenance Date: Section 01750 1. Paint. .ngt Section U"UQ J. Mechmitcal: Uivision 15 1.02 OF.SCRIPTI04 A. The provisions of this section Opp]) to all Sections of Division 11 unleas specie ncall) revised tFwireni. B. furnish each piece at equipment complete with its base, drives, shaffinq, rouplinga, rantrols, guards, and other apputenances which .• are types if tell or ate required for proper and safe operation. C. All railings, stairs. guards. platforms, etc. shall meet or exceed federal OSHA and state requirements. U. Fabricate, assemble, erect, place, and test al specif tell ester nals and equipment in full conformity with all contract documents and manurocturer's recommendation. • 1. furnish any special tools or equipment required for proper maintenance, testinq, or adjustiral. 1,U5 St MIIIALS A. 4robid atibmtltala not regelred. • U. Drawinqu and Unta: In eopformannce with procedures set f.n h In '3ertton 013401, Submit complete asw"blY, t'oundtiLion, and installation drawings. together with detailed specifiral.tons end data rovverinq maierimia used, Italia, drvierts, and other accessories forminq part of tho equipwnt, as well as complete performance data. Include weighty and principal dimensions. • C. Operations and Maintenance Manuals 1. Stipple operation and nuiintelianre mvivals prepared b) equipment. cutlptsors In cunfurmalW:q with Section 01130. 2. Furnish operations and ma ins eviance mapxtals in +idditiot to MI) ,natructions or parts lrtits packed with or et Lochud to the e(luiI)mrnt wtx":n delivered. 17U10-1 • s 1.04 GUARANTEE A. tkiless otherwise excepted herein, guarantee all equipment and its installation as required in Article 29 of the General Conditions. O, GAarantees shall cover: 1. Faulty or inadequate design 2. Improper ansrmbly or erection 3. Leakage, breakage, or other faiiare 4. Defective workmanship or materials 1.05 PROTECTION A. tinx, crate, or otherwise completely enclose and protect all equipmennl during shipment, handling and atoragr. 0. Protect equipment from exposure to elements and keep all items tharuughly dry at all times. . C. Store motors, electrical equipment., and other equtpment with moving Parts in weaLhertight warehouses at maintained temperature of bUof minimum. D. Painted Surfaces: 1. Protect against impact, abrasion, disculaiation and other damage. 2. Repaint to or ginal factory aped first tons or Sort Ion 0"00 at pointed surfaces which are damaged pi for to accept.onre of equipmannt . L. Piotect electrical equipment, controls and rnsulalicn against mbislure or water damage, 1.06 ADAPTATInN U' EOUIPW NT A. Furnish equipment readily adoptable for inst:illat.ion and operation in the structure shown on the Project Drawings. Equipment furnished ahall be compatible with all other equipment furnished, 0. Asnimme full responsibility far alteration of the planned atim lure to accam„�oJuto othel Lypes of equipment. f,ill re,opursibil!ty fa' all modifications of mechanical mid electrical controls, equipment, wiring, piping, as required mo WcOrplish Ibnetinn contempt at Ld by the contract documents. V. Etr.nlroent which requires alteration ❑t the structure, piping, and,or electric .1work will be considered only if the Contractor use",; all rrspunsibility for imakirel mid cnordivatinq all neceasary alLeratiorvi. D. Pruvidr all suet, alterations free of extrut rust to the Owner. . 2. MODUCTS 2.01 tOUIPW NI A. In accordance with applicable SevLions of Diviriun 11. 2.02 N14CItUR 0OL1S A. Adequately sized for egtitpmrnl loads and in no ease leis than the step reriommendcd by the equipment maoutacturer. D. Embe'k M Tope: When required by equipment manufarturer or field ron,l;l ions. 1101O-2 • C. Concrete Anchor Type: When allowed by specificat inns or ahuwr. on drawings. D. Embedded Sleeve type: • 1. Preferred method. 2. when allowed by equipment manufacturer. 3. Anchor bolt assembly shall consist of anchor bolt, surround:nq pipe aieeve, bottom plate, leveling out, nut and washer. A. Aastimtily shall permit reasonable lateral movement of the bolts to allow Pot proper matching of bolts to equipment. • E. Galvanized anchor bolts and anchor bolt assemblies after fabcivat inn unless stainless steel anchor bolts are provided. 2.03 PAINTING A. Manufactured equipment: • 1. Protect all steel and iron surface; by suitable enafingE applied in shop. 2. Prot.ect for life of equipment surfaces which will be Inaccessible after assembly. 3, finish smooth, thoroughly elvers and fill exposed surfaces, as necessary, to provide smooth uniform base for mating. • a. Coat surfaces to be painted after Installstim with Dior or more mats of primmer to protect equipment until finish coeds are applied. S. Shop finish slectrir motors, speed reduevra, starters, and Other self-Contained or enclosed component.:., with oil-reeiistant enemrl. 6. Apply rust preventive compound to all machined, polished and nonferrous surfaces which arc not to be painted. • 7. Formal) at least ape quart ' knish rnat malerial with equipment for field touch-up. 2.G- IWHICAT ION A. Adro,,iat ply lob•i.cate e-pdil,nent by s,y Ivmii rrquiI min attrnt ion nn mnra • rrequent ly than weekly during cant.tnuous Opel it uni. 13. Pravide lubrieal ion syateme, that do riot require altrnt ion our uxi startup Or shutdown W'd that du riot waste luhrirtmts. C. Provide- lubricants or type recuttrendcd by ia,u ip:u:•ol mannfat,tu'er in suffici:nl quantity to fill all lubricant reservoira ad to rep Lw•e all consumption durinei testing, .hnrtup, and operation print, to • arreptnnce of equipment by t1wnrr. 3. 1xi.COT IUN 3.01 Ott M UN AM I NST AS.tA i I UN • A. The egitim.en't moll be erected hn trade+lmen skilled in the erection of tine type of equipment MA in arrnrd:ince with that manufact Urer's intA ruct ions, the C.ecthaii wrirk shall include furntshinq the necessary Oil and tiresse fur initial nptration and a three isb the, supply, the gradss of ail and grease shall he in arcordo nce with the rectmmends- tions of the equipment maiufacluier. • 11111U-x • C. Grout in place with nonsh.rink grout. • O, Provide a concrete base where required by contract drawings. E. On not shim between machined surfaces. F. Support and 'not-III piping so that no strain is transmitted to • equipment. 3.02 INSTALLATIO% CHfi:k A. Provide servires of an experienced, caupetent, and authorized repre- sentative of manufact star or supplier of equipment to visit site of �. work and and inspect, cherk, adjust if neresssr„ smi approve equipment installation. B. Assure that e,tuipmenl supplier's representative is present when equipmeiiL is placed in operation, C. Verify that equipment aupplier's representative reueits jobsite as often as neresssry until all trouble is corrected and equipment • installation and operation are satiafector), in opinion or 0priver. O. furnish to Owner, through Engineer, a written report prepared by equipment supplier certtfyrriq that equipments I. Has been puperly inotalleci and lubricated. 2. Is in accurwo alitinmr.ri. 3. Is tree from any u d;.m at rase tmposed by connert ing piping of • anchor bolts. 4. Has been operated under full lord crind,t tons anri that it Operated uatistactaril>. END lF SEfilif, ' • • • • SECTION 11362 SUHIf NS1RLE SU1W PUMPS • 1. GENERAL I XI RELATED WORK SPECIF IEU ELSEItILw7: A. Pipe and Fittings.- Section IS060 and 151W H. El>. trical: Ui�ision 16 C. 14itotst Divisinn le1DD U. Equipment Gemral Proiisit»ta: '.actin 1IUtU 1.02 UEtWRIPTION A. Installation to be m shown. H. Pumps shall be eseplete operating unit with cn%ri and rwtnectten designed to pumpliquids frP, the• ;niK:; lit ti,� a.q wt'il Ay shaven. 1.0t QUALITY ACiSIRA!it'E A. ganu(srluier'n warrant% I IJw 1Uti91TTAVi - A. Complete puaptiug %alit and mt)t -, • Ft. Mainte,taniv data. ,'AII PUMP iNI-I • A. ;alit to ue tlydr-U-M,itas. SP .�; li,t, :'o-.Jn,.;% i:.n ',..,-%1, 11. Prrformaia-rt 1. Pimp IU 1;1114. 2. Total Ugnamir 1te.ai 1U', .. MinlnMl 104 W . A. Motor: Siegle ph&se, 6T1 �,r.{r•, TV, volt. N-Ja-rlpl tun: 1. Muter - SiihaiaiuOA. muhtr to 1, runt).-rrictru with nyen ntl�iun1 air.% to operate in clntt^ d1e1mO::c :.:i to, w:'vj:1v, an(I Ivpi u-nt- tre might War.o,,{y, f:)tW ''i. it f : km I" wilt: "-'"'o)lCnl - shaft seal, hmitq ne;,iw¢' ljcnr9 s,,l rtn js of cnrl)nn and rei'--xrei Integral mat„ -in.1 pti y -0' to t;v statnlv�s � . 21 Material - Pur'p o,td n t ?, n., uiq It, hp of irran:e. imsrllrr to be bronze of The, r�rt-rliu, fPe. No d xtloti Striincn; et strreens of anv type to 4e uwad. All faattweers to be of 18-8 slatrtless steel, 1. Aidraaatic (tine rol-F,eGsun:. >wL-lch Tvpe - Pump to Naar nil Innl.it Pd diaWvraµm lyµ, level twit Iul to t-ontrol swap level. W wate'r • hPPv Pr enaes it) ciinlact with Itreaf ve dla{nhriwV- awitrh, instde ildu.-I • of control, as It is protected by exclusive oil Isolat.ton system. 6. piping - All piping shall be furnished and installed by the Contractor. Pump to be connected to single outlet with a gate valve and two cixrk valves installed in discharge line as shown. • 3. EXECUTION 3.01 itkSl AttA11W. A. Uo not use pump for limp dewaterinq doting construction. Pump must • be ui "new" cundl.tion at the time of job ei•ceytence by the Chi,, --, 0, install pump in vsult s.rmp. Piovide line size Union Oust ahm<- putap discharge crMaiection. 3.U2 1NSTAtlATIJ)h CHECK A. Verify that "I is clean before pump operation. • B. vert.ry that automatic contruls work properly using clean water as operating fluid, • • • i N) OF ,4 E.T I ON • • • • • • SECTION 11061 SBMERSIOLL IUIIUINL PUMP 1. GENERAL 1.01 DESCRIPTIDN A. This division covers the furniahinq and installing or one vertical submersible turbine pump for Installation in the City of Kent Pump Station. 0. Furnish p,tmptnq snit complete with siAmersib,w electric mwtor, pump, Inlet screen, column, power cable, surface plate, dischwirge elbow, wstertlilk jtmction hox, air line, and all appurtenances whi,rh are apectfied or required for proper and safe operation. 1.02 ADAP1A110% IF Ll1UIPMEMT A. Ptmy will be installed In the Pimp Station in 'he 16-inch barrel. If the Contractor Is tincertatn whether or not the wilt he wishes to SUPply will fit into the 20" barrel, he should verify the diameter with the pump ripplier. Prslawibibilit} to (urniaii a ptxigi that will ewitev Dirt Perrone properl) in the wall rests with the Contractor. 1.0.3 P"FORRANIX " OF SIILN f4l1UIRLMENTS A. Resign pW for fnllowirw.l operating cordittonq% 1. Pimp (loes€Vigi 10" Capacit) Relalionyhip No, MAXI'AN TUM MINIMUM tDM fl'. GPM Ft. GPM 1 IOU IFAW ll0 210D Puny CnI mil Pine Dowl Aawmbll Diu, ruble Sfae No. Min. Nt". Stan In. Max. Nom. Slxo In. Min. 1 to" 11.3:4 1/0 • AIAwrmltnale (itstuime, suliiw°e flauttle to lwittom of m,ilon 1) feet. A. Cwilriirl ar in rnordinalc Atlilti of barrel with pt$V furnished. �. MtnFmtm pimlt. etficirnt•y at rated cmililitulu atatcd above shall be 8016, knrludinil dwmirl ion fur anmd,er or 1,tageu. 5, Surface plate, u.tl. 27.5 inchea, r,,*" 250. ft. St.ui4arda or Mydraulir Institute define pumFitrwl And tither t.m"S.. C. DOsign and rate lwaml Ing apatat:itwl with water at cis"f. U. Provide pumping wilt. lieldinq perforp4orp thit .In stable roil .Peas- Trnm " vib-at inch and noise thrrnighout the operating hcari ranrle. • 1174u$-1 • 1 X4 VMIP C(INSTRUCI LM A. Materials; 1. Bawls, merham te. • 2. Sleeve bearings in bowl, bronzy, 3. lapellers of bronze. v. Shaft., stainless steel. 5. Column, Sch, 40 steel pipe. 6. Surface plate, coat steel. 7. Discharge elbow and companion flange, ductile iron, • H. Howls and Impellers: I. Machine and balance impellers. Lack impellers on pump shaft. 2. Iugiellers shall be of the closed t)pe. 3. Casting free of blow and sand holes. C. E.Irtton strainer stall be of stainless steel. D. Provide pipe top opentnq .n surface plate for electriral condutt. . E. TOP Ease, or Howl Asseabll. 1. Extra long bronze sleeve with grease chamber, 2. Hzdraulic grease with life expectanc) of at least 10 rears. 1,D5 SUOt4 RS1Hl1 MDTUR A. Sizc: as required. Non-overloadinq arei operating rongr. H. for runt inurrrs did} on 3 phase, 60 hertz, All vult al ternst ing Cut rant. C. Motor .aainq to he filled with high dielectric stryrpth oil. D. Keel all NEMA, AMA, IEEE, and ANSI staixiards and A-C. E. Maximum Outside Diameter, 12 inrtles. • 1.06 DAL.ACt'I, A. A eur'uteli 1rolonce all inlating parts, ear n�? to proride dyn.�nu c:J 1� balanced units. e, Avoxd design that will cause operation rmar the natural rernnint. • Frequency when Luring at not-mal speed. • SECTION 16150 MOTORS • Gt'4 RAL 1.01 RLLAICO WORK SPECIE U.0 ELSEWHERE • A. Electrical General Prousionst Section 16010 0. Pumps: Section 15142 C. OPIPIP Subsection 16100 - 2.11 of the Stwrdord Specifications I.O: SCOPE • it. Provide al; me.tora shnvar em thv drawirxis aid specified herein and ,n Other divisions of the apPctfiretinra in general, all motors Shell he fii•nished with the driven equipment. and connected under this division Of the sPecification. 0. Motors ere specified in this wed nther dlrrSions of the vpecificat inn. In 'he sv ant Of cootitrts, the more restrictive s,Wclfication 91,811 apple. r. This section rovers motors 200 hp and less ;4451 frame and smalletl. 2. PRODUCTS 2.01 GttdRAL al A. Conform to the follmving ycrneeral rotor apacifirot.tans: I. Po,ypnaae inducllon motors from t,ia 10 200 hp at 1,RTK1 rpm mot equlvolwit ratings at MAI rpm, YOtt rpm or variable spetXd iIt ivi, 2. Sin"10-nimec rQpw'ltor start of rate,; 1 Ni, ani smailrf at. 3611n rpm, 1300 rpm or 1200 rpm. R. Pravnde sthiirrel-rape induction motors unless otherwise noted. {'. rrovoe W,— , a.•pecially aut'lable both electrlcali,y and mechanicaull} In di:. �rdf. apreified. The opted. horsepower, t0rgilu: base, teach naulation, Mid aricloaure sn 011 be 1710sell, courdmatej wilu wv1 .•gliltements Specified herein oral in other partiofia of lhie speci, . r4in 46 06 to prow lde a aotiafactdr}, afficlaiil drive • a.thadt averi.na.-4n,7q, overluettitth abiiarmal anise cr vlhratiwi. The RRP requaea of ttw driven equipment under The amgPt .severe operatitnT rniidit ions t`or the etgiipment served shell not exceed the rated name. Plate horsoftawr of its motor wtnat.opPrOtinq at its r%utai aefvice f:yctor, near shall it exceed Lhe rated nammplato horacpnvmr of lire taolur MWih operaird Of specified Conditions at a service factot of • 1.0. TMs "most aa%L". ..operatinq conditions" shall ineltwie the full posilAtIL rwx}e rat nowaal oporat iMl 11,011dit lane but shall not nricliato unusual c'rnditiona such as equipment failure. 'il.. Standardat All motors irhali he in iireardatwe with NjfTA-MG1 "t" Line, ILEI mad ANSI latest rrvision insofar as ihel are OT)pltcable, t.. Service Canrlituwvs: Pru%ide motors desttpied Mai built for lonq, • trautila-fret life In industrialaPry ice capahle of operating surcrsur- fully ender the fol owin, appllcat,i0n cotslilsonst i. 40 neyr ma Centigrade maAtmlma amb,"t troforature to -20 decries Centigrade mtnlmin ."v,tent. tempierature. ,16150-f • 2. 3,300 ft. msxiaum altitude. 3. Vollaye vardat ions to plus or minus 10 percent of nameplate ratiny, u. Freglmfvey var tat tons, in plus or minua 5 pi+r•rnt of naawplale 5. Variable speed motor suitable for use with variable spied control- ter furnished. f. 0perat Ing Chai act erist Ica: All actors shall be rated f'or full-voltage starting, 1EMA Design B. normal torque, normal starting current, unless otherwise required by the driven equipment. G- iinatellation Environment: Provndr motors suitable for the environment in which they are to be installed. Where the tnatallatton environment is specified, provide motors suitable for the environment. indicated Arid in conformance with this specification. 2.02 f%CL05UNC5 A. 0r3pproof unless otherwise specified, tutor frames suitably protected from Corrosion Inside anui alit for use in moist atmospheres. S. Vertical, westherprotectru type 1 with inlet and cutlet open,nl,; rcr eenod. L. last iron or extruded alumuuim stator frames and and shields, ra,yrd Construction, •, D. Heovy rehricated steel or cast Iriat fratce for single phase m.itors. L. Manufacturer's standard etmlosurn for aotora 5 by and less IP standard equipment aearvatil iesa suitable to aptil lratto, ,,, ovnvironmrnl, f, "eferdoua areas - totally enCinsed ex01n4don proof'.. 6., OvIctsury tvpe tCMV axn be oibutitated vaterw. f£rC is specifier!, at the C.onfrartor'a option. H. %toe Arco iries3 t, Conduit Entrance: Provide conduit entran,^e few ,, thr I1q --hand Bid'! of aid horiturd at muiurn. when Fartr:, . shaft e+tterrsinn unless otherwise detall.4, required by the iauqua rhnravier Pllirn ur 'Provide Cmnluit entrants, boo &III, wilt dralln�t i„ ,,,,i,�uruo to the • wtrinq requirearants indicatrd or, the ol,ct i1al utaellml . Include venter lead£ and.all lwe`0aabiy IPWI13 Ih a cai'ewiti cnoduit entrance box. 2. Motor Leads, Provide motor leads rompattble with nutot Inaulati„i aysteia. peermarrerotly tdosdsfted, 3. Cyhnlfse Provide drxiliml mu1 taim1hy far nyebult, nn s'1 n,,T weighing male the,, a3 pcxand,. a. Momaplatost Provide utte or noire e4,graveld lint I%tW' n:",plxlrn with fly. info;> ,a Ion ra.luirtd by Nfti i, following addittorint information: A- Maximum ambient twatieratel f, For which mat b, Cldm: of in-.,le! inn. C. r a. I"t.r' a nrc,'I f. Lut,rtral cow, inform it inn,. 5. Un all mot, 7', r Provide tee. nanrally v^ta_. r-,>n„ , �i� t'i_b, sat, tdt' Cu:.3a , ...,a ndlt volts masimam, t amp Cont InUous. 6 amp inrush. Coordinate over- temperature protect ton system with motor starter overload relo,s for full protection Including locked-rotor and ell normal and abnormal running r•ondtt tans. u. All single-phase mators shall tar xlf-pt.tcctej unless spectftwl "for separate protection", arwa the self-protectler, rna;aeter lst a� :,hall be Indirated cm the ma'•,r n;lmeplate. Pt of Art.ton actpl st aenuel or eut ontal it-reset t)OP as sperttied o• required by sareL% considerations n' the equipment 'served• i. 0a1 Lubricated POlvphase Motors: Provide lubrlcatinq nil reser- voirs 'and sight gHtigpr. d. Lncloaed Motor.: Prov"le Ordutplags for note[p los t:,npi ou'" mators and drain and breather for explosionp�nc' mators. V. FIn tsn: Pr u.tde ' Pt line an,i final fInt sh of ttw mahUt aCt irrr'a slandatd colas 2.03 INSULATION CLASS A. Provide Insulation a)stems of thr typ. b unless otherwise specirt Pd. :lass F :nsulaltnq materin', may also be utilized :it the Contractor's aapt lon, t,owever, the lempntgtu:e rase as mea';drLd tit res,stw,, wh,•,. Operating it rated se.rvrce factur load shall conform to ttvr Itnit:h,i M^P rvahlr temperatures in NF.FIA-N1;1, for Mass M Invula! ia.i ke".d. tl. class A :nsulattng wnterlals ahril hot. be utl1krea elcrpt pn single- In tract ionul hortw!pawPr auto:ti rat use In dr') laext lrmr.. w.th n starWard reduction in rated laimpwlature rise: 1. br+t+)graxrnpic: Provide am Insulation ayst Pm which is nrwhv- gT').B'op),. 2,"4 Sf .RY1Cf fACTUR •. pruv lde thr sery lrl• fart Or 'A.NA r,I,arlaul rot, tue tper tfi-d if :..l'd ton Will Ni Il rlr .Pr. 2.0� T*ma T)Pt• A. Pr,r. tde amtbra In JCI,a'd:a,ce with %lam"rd NCMA T)prw c1aaatFxi•a,t as Specified. The µw of Irtditatr) atafmfarq aiRic{aasltltatrop* Mitld and Chemicatil_aol0m WW a.atlar "stamdard" tlaav)-d4j) de 4 are enca}1i-an ed whmr t'h.0 x.Kt r.• ...r:•i t h-. ��f�,.,� • 2.07 SYNCHRIAGUS SPEED A. In general, the motor speed Indicated to the rated synchronous sr.eed. "rovlde motor rated full-ioa,_i speeds which are compatible with • the specified performance of the Rriven equipment. 2.0.1 ST V l),K) RATED 1'tn 1AGr PHASE A.%D f ih 00EM1t r A. Provide motors nameplate-rated for 60 hertz power supply as follows unless otherwise specified or shown on the drawings: • 1. Motor less than 1/6 hp, single-phase, jl', volts. Motors 116 hp through 1 hp, single phase, 115/230 volts. 3. Motors 1i2 hp through 100 no, three-phase, 230/460 volts. 4. Motors larger than Intl hp, tnree-phase, 460 volts. a. Multi-speed and part wirdiN start motors mat have single voltage rating if Nanufrtr iarer's standard. E. Conform to the sperified srrvire cordt.trins w.d the equipm—t spec,f:- cations without reduction in the service factor. 2.09 W ARINGS & SH.,-IS A. All tiparings snail be a'itifriction-type AFM4A standard Staten. All maloia up to and tncludtrtq 40 hnrsrpower snail provide a minimum beating I:fe of one Sear (rsrroximatelY 8,750 „sure). All mature bd horoepra and target 301ull provide a mihimsn (0-10) hearing life of two years ,_,prux imately 17,541(1) hours. All motors -,ttall have t.hrunt ratings nor less than the conWlned at at is mid tivnaeir Isadu to he imposed-• 0. Submit the motor manufacture's certlf;catltln of runformehce to the apectflyd bear trig late al all motors 50 hnPstspov `r and larger. Also mIt Alt, upon It,ro Eixluneer's request, pert ification of bearing Iife im amailer milat'a@, vthere appl,cal.ion Condition su+fgest atg.uificant br.l drive or thrust loads 1. lturitontal tu>lyphase mixtura Shall be grease lubrtratod, the tailoring hOam%rg atwtl he large etw)ugh to hold sufficient lubtic.unt to 8ltoiml0e lira" need for frequent rnlitbr ltakiatt, but faetl it ie�. Shall be provided tol adding view grease arai droinirgl out. oFd greatw, vtthoui. major motor.did-essawithl}. Motors toot fpwwi and warner ") slitiltee grease ralease fitting in lteu of greeds droln p1..z of fnnirn^frr' obi m. . rise teartrug hnuslawt shot, have 101q, • (iynl , rune fit', rotol uv) seals to protect against ttte r 1ti,,.re nt f n.•,.±s, _tM •r -to the hea-INa or leak+tge of grease? "tt of th. Lezu'uq ,.;viiv. .. Pert :^al pu t�Nlae•• e-otnr lair Waft snn shall miturm to tfw+ motor anus actutt r'x rnr rx*•, i*�faL ten.r,, f xocpl at )therwlae rermmalended, ..eu. he'" in'!'; ,hall m hat' hens r,rile, ore ;r° lubrirat rdl threic: be'sr'.vt,i; -'hall be greasra la:»'ucal i„i through frame 2Hn1, oil iuhi k bed in larger frarr. sib's. 'i!-.'�• . `;seife.0 0� , r occar.'a��ce ..itil k174A "T" ur ,•L>,� d,mr,-- Loin; h.tft �,netl t.�• c��.�ah la" fill' heft. Chain of gear dr1%� • C. Balance and Vibration: Carfarm to NEMA standard. 2.10 MTV CYCLE A• Provide motors rated for continuous dt y unless otherwise specified, Short time rated motors ,ryy be provie—i where the application is well rLicumented b) NEMA; it is usual industrial practice and the driven N,lipment and motor is a tested rombination under the specified performance condil ions, S 2.1; SHOP TESTS A. Each polgchase motor shall be given a routine test to determine 'hat It is free from electrical or mechanical defects and provide assurance that it meets the sprri firations. The rnut ,ce test shall conform to .applicable NEMA and IEEE standards latest revision and shall be an generally defined as "Standard Commercial Test." B. Copies of the teat repnrf will not be required unless actual operation In x after lnelalls"On suggests the motors' performance shoul,i be verified, lu c:` Casa certnfied copies of the test report shall be submitted upon the Engine er's request, tI'f.C1 CF4 A. Motors shall be factory Installed on common bases, stands, etc„ with • the dr,svcn eq.lipment, Provide aul t,ilnle couplings mid guards bet nveeh mo1•ir and driven equipnent. • • FND Of SECT IPN • . . • SECTION 16900 • CONTROLS AND INSTRUMENTATION 1. CFNE RAL 1.01 RLLAIED WORK SPECIFIED ELSEWHERE • A. ilodifications to Standard Specificationst Section 00265 R. Pipe 6 Fitting: Section 15060, 15100 C. Electrical: Section 16010, 16100, 16500 1.U'_ SUOMII TALS • A. All Equipment 1.03 WELL PLUP OPERATION A. The pump stunt-stop signal romer over a telephone line via tone • trarismitting and receiving equipment provided by others. I. The telemetered signal is received try a tone receiver of the station causing 31 relay to energize through an auxiliary contact closure., 31 contacts then rkise csurit thin well pimp motor to run and run enorgizing solenoid Sv-2 causing the pulp control valve to slovQy open, • 2. As the pump control valve stsrta to open, limit switch I.5-1A seal the {wmp motor starter into the cantral power. After the check valve fully opens limit switch LS-lb opens de.-enetgicirrcl alarm rel:+p 1TD.. 11, however, the ctwr6.. valve fails to full} open within 60 seconds after rel R, 31 energizes, lia,il switch L`. n+ma ins closed and relay lit)thnes out. Delay cont:Mt 111) , • rtNo,virxl control power to the well poop. Wtmm [no signal to shuLdown ire received, 31 relay will rFrip out dv-aaergtzinq aalenoid .'V-2 allowing thf pump control valve t, cl,ye. a. linen ttm pump control valve reaches the Hill closed position, limit switch LS-IA will open ehuttinq off the pumplmatrar.. M however, the cherkv-ilvc dnea vot close within 90 aavnndi3 the pu will continue to run wnile SH., times twit lirjitutil an alarm 1,01a w"1 eendtnq a "ci^ek valve Fails xl-toslnse" alarm sirial ti% the ,ur I'll enancv shag. If check valve r 'ls to clmie, the pump will r!Nmain rontlinq until limit switch L51, is opened try closing ttw ehac:, valve of • manually removing cu rol po a r. In ent;r of power tailu:e at ally time solenoid valve Sy`—'t will he de-energized causing rapid closure of the chuck valvv. 7, A liana-oft-auto selector eiwit;1h is pfovnli.; t,i onr.b: c,,.•nmq the r"T'It , axnuall,, ap'yrt frull th. Vow -t, control condrt I I ' DR AF I �Rs \` KingCItY of ty Kept ton a�cnt W; RclatCy tc' S.Yste I Facilit;s /ntcrti preort D ,des` Rip URS ' t 1 w H �N H a N H G Ile Ww F W 1 N M v � o o nv i y u u N ro v m �a �w F 7. M 1 1 TABLE OF CONTENTS 1 1 =`` 'AGE 1 General 1 Summary 3 1 Protect Cost Summary 5 1 Recommendations 5 Seattle-Kent Intertie 6 1 213th Street Reservoir Pump Station 10 Additional Pump for Pump Station Y5 13 1 Renton Intertie Booster Station 13 1 Hydraulic Analysis - North Valley s West Hill 13 City of Renton Water Costs 15 1 Geological Investigation of Water Resources 16 in the Kent Valley 6 East Hill 1 Findings 23 1 Appendix A: Well 5 Water Quality Records 1 for the City of Auburn, Washington 1 Appendix B: Water Wells in Kent s Vicinity 1 i 1 i CITY OF KENT ' SEATTLE-KENT WATER SYSTEM INTERTIE AND RELATED FACILITIES PREDESIGN REPORT NOVEMBER 1979 :ENERAL ' The City of Kent has experienced accelerated growth in :event years, particularly in the industrial%commercial area. This resulted in a deficient water supply in 1979 causing the city to take steps to augment their future supply by negotiating agreements to purchase water from the cities of Seattle and Renton. 1 The planning for the provision of water facilities to meet the city's future needs has been organized into four phases. 1 These are: 1 . Immediate Phase: Improvements to be completed by the peak water demand period in the summer of 1780. 1 2. Short-Tern. Phase: Improvements to be completed prior to 1984. 3. Intermediate Phase: Protects to be completed by 1992. 4. Long-Term Phase: Improvements to meet toe needs of the ,year 2000. Scope of Report ' This repert presents the predesign engineering for those improvements planned for completion in 1980. The scope of the ' improvements tc be considered in this report include the following: Seattle-Kent Intertie 1 . Investigate and recommend the best alternative route to connect Kent' s system with that of the City of Seattle. 2. Determine pipe size and location for the Intertie. 3. Define the service area to be served by the City of Seattle's water. 4. Fvaluate the need for a temporary connection to an existing tee on the Seattle pipeline at Longacres Parkway. Prepare a construction sequence and schedule. t -t S. Prepare cost estimates for each alternative incuding the cost of a temporary connection to the existing tee. 218th Street Reservoir, Pump Station 1 . Determine the present and future operating condition,,. 2. Establish the type and size of pump to be installed. 3. Determine the location of the pump s^ation. 1 4. Establish a construction schedule. S. Establish a cost estimate for the improvements. Additional Pump for Pump Station No. 5 1 . Investigate the need for the addition of a pump to Pump Station No. 5 to augment the station's pumping capacity to the 590 foot system and Water District No. 111 's system. ' 2. Establish the type and size of the pump to be added at the lift station. 3. Prepare a construction schedule for the improvement. 4. Prepare cost estimates for the addition to Pump Station No. 5. ' Kent-Renton Intertie 1 . The predesign of the pump station establishing size and ' type of pump, the location of the station, and other pertinent engineering features. 2. Establish a construction scnedule. 3. Establish construction cost estimates. 4. An analysis of the cost of water to be paid by the City of Kent to the City of Renton. Hydraulic Analysis of Existing System 1 . Analyze the valley portion of Kent's system including the West Hill system utilizing a computer model. .. Develop a method of operation for utilizing the City of Seattle water. r "eolo ,cal Invest, ation of the hater Resources in the Kent aT ey an on ast a ,. iEvaluate the water resources available in the valley and on East Hill based on the existing information which was made t available from federal, state, and local agencies, private well drillers, and other water districts. SUMMARY The City of Kent nas a critical need for additional water supply by the summer of 1960. The major new source for this supply is the City of Seattle's 60" Cedar River pipeline which is located in the City of Renton approximately 1.5 miles north of the Kent city limits. The second source is the City of Renton which has offered to Sell Kent their surplus water which at the present amounts to approximately 3 million gallons per day. There is an existing connection between the two systems at the north Kent city limits but A pumping station must be constructed at this point to force the flow from the Renton system to Kent. Seattle-Kent Intertie Four alternative routes were investigated for construction of a transmission main from Seattle's 60" high pressure water main to the Kent system. These are along the railroad right-of- ways, Lonaacres Parkway, Lind Avenue and the East Valley Highway. These locations are shown on Figure 1 , One of the most critical factors in choosing a route is to provide service by the summer of 1980. Any new connection to the City of Seattle water main requires approximately nine months to construct because of long delivery times for some of the special equipment required. A 12" tap exists at she East Valley Highway which would allow the connection to be made in time for the 1990 summer demand. The Lind Avenue alternate could also connect at this point. However, extensive cost would be realised in obtaining easements ' through Burlington Northern.'s ^r1J 1:a inAnatrt&l Park. Constructing the transmission main on the long established fill for the East Valley Highway avoids the unstable soil con- ditions requiring special Pipe blocking and supports necessary on the other alternatives. Therefore, the East valley Highway route 1 would be the least expensive to construct and could be completed within the time constraints to have water to the Kent system by the peak demand period in 1980. This transmission main would consist of approximately 7600 feet of 16" pipe. iSouth 218th Street Pump Station A booster station is required tc utilize the Seattle water as r back-up supply for the East Hill service area. The boaster -3- station located or. South 216th Street will be capable of pumping 2.5 MGD from the 218th Street reservoir to the 416 foot service level on East Mill. Space will be provided for a second pump of equal capacity to oe added in the future. Additional Pump for Pump Station No. 5 Water demands in the East Hill $90 service area and Water District 111 are increasing yearly. The additional water from Renton and Seattle for the valley service area will allow more water from Clark Springs to be utilised for the East Hill service area. Provisions were made in the initial construction of Pump Station No. 5 to allow for to additional pump when the need arose. The new pump will be added in this pro3ect to provide approximately 2.2 MGD to the water supply for the 590 service level. Renton Intertie Booster Station The City of Renton has approximately 3 MGD surplus water for the next three to five years. The booster pumping station is required to increase the water pressure from the 195 foot level of Renton to Kent's 240 foot service level. The pump station will be located at South 180th Street and 68th Avenue South and will have a capacity of 3 MGD. Hvdraulic Analysis of the Existing System A hydraulic ?.Ialys:s was conducted of the system serving the North Vtliev and the west mill to determine the effect of the additional Seattle-Rentor supply on the Kent system, This analysis revealed that the present system would be capable of distributing only about 5 MGD. However, this amount will in- crease as variocs segments of the City's comprehensive plan are conitructed making water mains available to transport the water t3 the south part of the city. Completion of the io inch central valley main alone could increase the draw to 5.8 MGD. Flow into the 218th Street reservoir can be maximized by isolating the north valley and West Hill from the rest of the city by closing valves across the valley floor. This should only be done if it is found that adequate water levels in the reservoir cannot be maintained with the water flowing to the total system. Geolooical :nvestioationa of the Water Resources in the K^at ai ey an East Ni The purpose of this phase of the report is to gather data on potential groundwater resources that may be used to Increase the municipal water sup; y to the City of Kent. ' -4- 1 I niti might elly, a list was compiled of any aaency or person which 1 better idertifv possible areas for fut re groundwater exploration efforts. This list includes federal, state, and local government agencies along with a list of persons who may have related knowledge. A summary of wells is furnished through the cooperation of the United States Geological Survey, Tacoma, Washington. The 1 information furnished by the JSGS is on computer print-out sheets, This data is not as complete, generally, as the :Water Well Records" as maintained by the State of Washington Department 1 of Ecology, The complete set of Water Well Records is not included herein due to the large volume of these reports. A 1 bibliography of references is also Presented. These references include geological data andpre% ious studies pertinent to aroundwater resourcer w.. chin the study area. 1 Generally, information about water quality is taken from references by the bibliography and conversation with sanitarians employed in the King County Health Department. 1 PROJECT COST SUMMARY 1 16" Transmission Main - Alternate "D" ` Renton Intertie Booster Station S{57,900 218th Street Reservoir Booster Station 77.000 Pump Station No, 5 - Additional Pump 104,000 Telemetering 52,000 Project Cost 50,000 East Hill Well 1 Total 1980 Improvements " 9 1 RECOMMENDATIONS The following recommendations are based upon the findings of the predesign report. C Construct a 16" transmission main along the East valley Highway (Alternate "D"i for the Kent-Seattle intertie. 1 O Construct a pump station at the 218th Street reservoir for emergency supply for the East Hill, ' o Connect the 218th Street reservoir pump station to the city's telemeter controls. 1 o Install a 1750 gprt. pump in existing pump station No. 5 to increase supply to the 590 service level on East H111. 1 ' -5- o The Kent Water System should not be isolated north and south unless emergency water supplies are required on the East Hill of Kent. C Construct a booster station to provide flow from the Renton system to Kent system. o A qualified groundwater geologist should review all previous studies, reports and water well logs included or listed herein and recommend potential drilling sites to be explored. b Existing we"is with reputed high production potential should be tested for water quality and potential quantity. These wells are listed in this study. o Existing community wells should be evaluated for their pote,itial. If the potential is great enough there 1 should be an evaluation made as to possible acquisition of these community well systems by the City of Kent and utilizing the excess production capacity of the wells to supplement the existing water supply to the City of Kent. iSEATTLE-KENT INTERTIE The City of Seattle has oetermined that they have a suf- ficiert surplus of water to supply Kent with an annual average of 4.5 million gallons per day (mgd) which would allow a peak day of 6 mgd. This water would be supplied from Seattle's 60-inch high pressure water main that runs from east to west across the valley south of SR 405 at approximately Sour.P_ 160th Street. The City of Kent must construct a transmission main approximately 1 1/2 miles south to connect with its system at South 180th Street. A pressure reducing station will be require6 at this point. A metering station must be constructed at the point of ' connection to the Seattle main. Design and construction of the metering station will be completed by the City of Seattle. However, all costs in conjunction with this work must be borne by the Cit- of Kent. Two existing tees are available for connection to Seattle's 60-inch main. A 12-inch tee is located at the East Valley H d ghway and an 8-inch tee .n the vicinity of Longacres Parkway. The 12-inch tee is large enough to allow the full flow of water for the permanent connection but a new tap would be iequired for the westerly two route locations. Approximately 9 months are required to complete a new tap to the main because of long lead -6- ttime required fcr delivery of some of the necessary special_ equipment. Any of the westerly locations wculd require a tem- porary connection to the existing 8-inch tee to have water »vailable during the summer of 1980. Four alternative routes were investigated for the transmis sion main between the Cat, cf Seattle main, line and the Kent system. These alternatives were: A) Railroad rights-of-way, including the Puget Sound Electric Railway right-of-way, B) Longacres Parkway, C) Lind Avenue, and D) The East Valley Highway. A temporary connection to the existing 8-inch tee was also evaluated with the last two alternatives. ' Most of the property in this vicinity lies within. the 0riilia Industrial Park wnich was platted by the Burlington NortheLi Railroad. Burlington Northern retains the ownership and leases the ma)oiicy of the property with only a few parcels owned outright by other individuals or corporations. Many segments of the transmission main in several of the alternatives investigated would by necessity be located on easement. Burlington Northern has a policy of charging 758 of the market value of the land as consideration for granting an easement. The present %slue of the land within the industrial park is estimated at. about $3.00 per square foot. This translates to approximately S22.50 per lineal foot for a 10 foot wide utility easement which is a significant cost item when compared to the cost of the transmission main. The following is a discussion of each of the individual alternatives that were investigated. Alternative A, Burlington Northern, Milwaukee and Puaet Sound Electric Railway Rloht-of-Ways The Burlington Northern, Milwaukee and Puget Sound Electric Railroad right-of-way's are parallel and for the most part ad)acent tc each other in this vicinity. The Burlington Northern. and Miiwau!-ee are active railroads with daily traffic along the ■ right-of-way. The Puget Sound Electric Railway is no longer an active rail system and is owned by Puget Sound Power and Light ' Company for use as right-of-way for electric power transmission. Locating the water transmission main along either the Burlington Northern, or Milwaukee railroads would be difficult and expensive to construct while maintaining rail traffic. In addition, 9 to 12 months would be required to obtain an easement for construction. It weld be impractical to hope to complete any project along the railroad routes by the summer of 1960 so no detailed cost estimate was made. Construction of the transmission main along the Puget Sound Electric Railway right-of-way could be completed in 1986. This alternative is the most westerly and is located just west of and adjacent to the Milwaukee Railroad right-of-way as shown or, Figure 1 . The connection to the Seattle main would be at its intersection with the Puget Sound right-of-way. T`­ Tent trans- mission main would extend south on the Puget Sound ..ght-of-way to South 180th Street, thence continue east to connect with the Kent system at the intersection of 180th and Longacres Parkway. A temporary connection to the 8-inch tee would be required initially until the permanent tap could be made. Puget Power discourages putting any other utilities in their right-of-way, preferring to retain it for their power transmis- sion lines. Some other utilities already exist within their right-of-way which, according to Puget Power, often conflict with the placement of their power poles. Puget's land manage- ment personnel indicate they would discourcge the use of PSPfiL right-of-way and would recommend consideration only if all other alternatives had been exhausted. This alternative would consist of 9,700 feet of 16-inch transmission main with two railroad crossings and a bridge crossing. The total estimated project cost for this alternative including 1900 feet of 10-inch temporary main is $684 ,000. Alternative B, Longacres Parkway Alternative 8 is the shortest of the alternatives, consist- ing of 6,500 feet of 16-inch main located along Longacres Parkway as shown on Figure 1 . Longacres Parkway is undeveloped, except for approNimately 7 ,800 feet at the southerly end where road surfacing and other improvements have been constructed. The City of Renton indicated that existing utilities take up all of the available space on the improved portion of the right-of-way so an ea^ement would be required along the southerly portion from the Sternoff Company. North of this point, the pipeline could be constructed along the City of Renton's undeveloped right-of-way with minimal restoration costs incurred. P transmission main constructed along this route would ' cross King County's proposed P-1 drainage channel. This would require the line to be constructed deep enough to clear the bottom of the proposed channel and also require that special protection be provided to assure against damage to the pipeline during construction of the drainage channel, Dewatering would be required for the deep construction and probably would be needed along the remainder of the route because of the high water table that would exist in the spring. Major construction obstacles appear to be unstable soil conditions and high water table along the unimproved right-of-way and special provisions for crossing under the P-1 drainaqe -8- channel. A new tap into the 60-inch Seattle water main is ( required which would also mean constructing approximately 600 feet of 10-inch temporary water main to .ne existing 8-inch tap in order to provide water for the summer of 1980. Alternative B consists of approximately 6,500 feet of 16-Inch transmission main and 600 feet of 10-inch temporary main fer a total project cost of $510,300. IAl-.ernative C, Lind Avenue Alternativ^ C consists of about 7,800 lineal feet of I 16-inch water main extending westerly from the existing 12-inch tap on the Seattle water line located at -he East Valley Road and extending westerly along the edge of the . -9 drainage channel to Lind Avenue and -hen southerly along an easement adjacent to Lind :.venue to Sou_: rnth Street. Lind i,venue is a fully developed boulevard in the Orillia Industrial Park. Construction of this roadway has just recently been completed and the right-of-way is very congested with various utilities because no utilities were allowed to be con- structed under the paved roadway except for crossing points. There is a 10-foot utility easement along either side of the right-of-way. However, these ,iave apparently been utilized by storm and sanitary sewer on one side and power and telephone on cie other. The City of Renton has indicated twat if this route is utilized, an easement would have to be obtained from property owners outside of the existing 10-foot utility easement. The majority of the property is still owned by the developer, Burling- ton Northern Railroad. They indicated an easement could probably be obtained along the route because of a 60-foot building setback requirement. A Burlington Northern easement could be obtained in a relatively short time (60-90 days) because it would be acquired through the Land Management rather than the Operations Division, which handles the railroad right-of-way. However, it would be very cos.ly if the Burlington Northern purchase formula is followed. Cons.ruction problems would be minimal if the line were constructed on easement away from the existing uti .ities. Several borings would be required at the various road anJ railroad crossings. Special provisions would also be required for a crossing of the R-9 drainage channel near the existing tap on the East Valley Road. The total estimated pro3ect cost for Alternative C is $545,400. Alternative D, East Valley Highway This alternative connects into the existing 12-inch tap -9 MIMIJ - Is w Ir A s w Ow fJ1111116 `t s♦ i 41 I ' V •' L 4w 1•.1 9, p tl 1 EXIST 60° SEATTLE 12" T F EXIST TRANSMISSION MAIN 12AII' 8" TAP �l = IN =T_ —f -�-- � T \-TEMPORARY ( - S CONNECTIONS ( = ' HI A� ERNATE "A" — ALTERNATE "8b if T ALTitRNATC, I .n — 1 — 1 ALTERNATE °C" � Al T- r �r j'. � • , o ' I. Lys`/ ' ►' / a l' .41 1 i ��— I j I ` I. j EXIST :8 __1 1 6 EXIST EX. — # o.. I EXIST 12 III Il { '' I � Y CITY OF KENT SEATTI_E—KENT INTERTIE ALTERNATE ROUTES j- COMPANY cbr+mA w s•M AnAWS Seem yA zrM1• Job N9♦Isj-Gj-71 [Hawn Rol. 11 vd Nn r~,ad 1 ' FIGURE I Sew. I- - .NAC�' JP� I at the East Vr"ey Highway crossing and extends southerly along the East Val' ighway to South 180th Street and then westerly to the inters .ion of 180th ar'. Lind Avenue to connect to the Kent system at that point. 1 An L.I.J. is scheduled for Improvement of the East Valley Road during the summer of 1980 and the City of Renton has agreed that now would be an ideal time to install the trans- mission main. There appears to be room to construct the new transmission main on either shoulder of the highway even though an existing water main is located along the east side of the roadway and a t^lephone cable and sanitary sewer are located on the west side. The exact location of these should be verified prior to design of the transmission main. Provision would also have to be made in this alternative for crossing of the P-9 ' drainage channel. The transmissior main could be constructed along the shoulder of the East Valley Highway from the Seattle connection southerly to the entrance to the Valley Freeway. At this point, an easement should be c_tained rrom the Koll Company to continue southerly to S. 180th Street and westerly to Lind Avenue and the connecting point with the Kent water system. Alternate D consists of 7600 feet of 16-inch pipe with an estimated project cost of $457,900. 218TH STREET LESERVOIR PUMP STATION The additional water supplied from the Seattle-Renton Interties Is put into the Kent System at is 240 service level. It is desireable to utilize a portion of this water for standby service to the 416 service level. The purriose of this pump station is to deliver the water from the 240 service level to the 416 service level. ' The pump station will be located on the south side of the 218th Street right-of-way at some point west of the reservoir property. An easement will be required from the ad)oining property to provide clearance around the pumping station, so the exact location will be determined after an easement has been negotiated. Locating the pump station on the reservoir site was considered but determined unsatisfactory b.rcause of the extreme depth of excavation required. The excavation would result in a high risk of undermining some �f the existing improvements at the site. Locating the pump station on the street right-of-way will allow connection, to the existing mains at a normal depth of about four feet. A utility vault about 10 feet deep can be used to house the pump. A vertical turbine pump in a can will be used so that the size of the vault can be kept to a minimum. Two cans will be installed at this time with one capped off for future -10- use. The single pump installed in the project will have a ' capacity of 1750 gpm at a discharge head of approximately 300 feet. The motor would be 15C np. The pump suction would be taken from the 16" reservoir outflow linr and discharge would be into the 12' high pressure main on 218th Street. Three phase power is required for the new pump station. TnF present power supply on 218th Street is single phase, con-sequently three phase power located about four blocks away wil: need to be extended to the pump station site. Telemetry controls for the pump station will be incorpo- rated in the telemetering system presently being installed for the city in other facilities. The estimated project cost for the 218th Street pumping station, exclusive of telemetering is S104,000. t t -il- e Seattle-Kent Inter[ie ' Alternate Routes Cost Summary ' Alternate "A" - along Puget Power R/W 16" Transmission Main Project Cost = $414,200 ' Temporary Connection Project Cost 57,000 Easement Acquisition = 135,On0 City of Seattle Connection = 78,400 TOTAL PROJECT COST S684,600 Alternate "B" - along Longacres Parkway 16" Transmission Main Project Cost S339,400 ' Temporary Connection Project Cost = 16,000 Easement Acquisition 76,500 City of Seattle Connection 78,400 TOTAL PROTECT COST $510,300 Alternate "C" - along Lind Avenue 16" Transmission Main Project Cost = $387,000 Easement Acquisition 90,000 ' City of Seattle Concoction 68,400 ' TOTAL PROJECT COST $545,400 Alternate "D" - along East Valley Highway ' 16" Transmission Main Project Cost $367,000 1 Easement Acquisition = 22,500 City of Seattle Connection = 68,400 ' TOTAL PROTECT COST $457,900 ' -1 2-- i ADDITIONAL PUMP FOR PUMP STATION NO. 5 iAn increase in the pumping capacity ,f Pump Station No. 5 is required to increase the supply to the one MG and the 3.5 MG i reservoirs on the East H'_11 590 service level. Provisions were made in the original construction of Pump Station No. 5 to install two additional pumps. One these is proposed to be installed at this time. iThe new pump will have a capacity of i^50 gpm at 215 feet of head. It will be horizontal split case pump with a 125 horsepower motor. The pump will be installed in the existing Pump Station No. 5 structure and the piping and valves will be similar to the previous installation. All work on this portion of the project will be done by city forces. The estimated project cost for purchasing the new pump and appurtenances is $52,000. iRENTON INTERTIE BOOSTER STATION i The City of Renton has approximately 3 million gallons per day of surplus water for the next 3 to 5 years that can be made available to the City of Kent. A pumping station is i required to boost the water pressure from the 195 foot level of Renton to Kent's 240 foot level. This pump station will be located at the intersection of i South 180th Street and 38th Avenue S. (Lind Avenue) which will allow the use of a 12" pipe that was installed across 180th Street for the purpose of connecting the two systems. The pump i station will be constructed on the south side of the street within the Kent city limits. The pump will be installed in a below ground utility vault with a small structure above ground to house the electrical controls. The above ground building is required for the electri- cal controls and telemeter equipment because of the high water table. The pump will have a capacity of 2100 gpm at an operating head of approximately BC feet and be powered by a 75 horsepower motor. The estimated project cost for the Renton Intertie Booster Stati n, not including telemetering, is $77,000. HYDRAULIC ANALYSIS - NORTH VALLEY a WEST HILL The City of Kent would like to purchase between 6 and 6 ' MGD of water from the cities of Seattle and Renton. The water would be delivered to the Kent system at the north end of the city. The water must then travel through the city's existing system and be distributed to the areis where it is needed. i -13- A limited hydraulic analysis of the system shows that the present system will not transport 6 to 8 MGD from the north, portion cf the City to the 6 million gallon (MG) 218th Street reservoir on East Hill. Depending on the actual water usage in the north end of the City, the most water that could be drawn from the Seattle and Renton sources during a peak usage day would be about 5 MGD. ' The first analysis indicated that during peak usage of 2.6 MGD in the north end of Kent about 1 .2 MGD would flow into the 218th Street reservoir. Pump Station No. 3 was assumed to be ' running at this time drawing approximately 1.3 MGD fo! West Hill. The total draw from the Seattle and Renton interties with this situation prevailing would be around 5.1 MGD. ' Another situation analyzed was filling of the 218th Street reservoir during the low consumption period at night. Water usage in the north end of the City was assumed to be 1/3 of the ' peak day flow and Pump Station No. 3 was not in operation. The flow into the reservoir was 3.3 MGD under these conditions. Total flow from the Seattle and Renton interties was 4.2 MGD. If Pump Station No. 3 was added to the draw on the night filling ' analysis, we would assume that the reservoir filling rate would fall approximately 0.5 MGD and the draw from the intertie would rise by about 0.8 MGD yielding a total draw of 5.0 MGD. ' A final analysis_ of the system was conducted simulating a draw of 1 .9 MGD for Pump Station No. 3, peak water usage in the north end of the city and the completion of the 10 inch central valley watec main. The results of the analysts of this simulated system indicated a draw of 5.8 MGD from the intertie and a delivery rate of 1.4 MGD to the 218th Street reservoir. The hydraulic analyses i:erformed under the assumption that the north and south portions of the Kent water system were ' isolated from each other apprcximatley alona 5. 212th Street. The existing Kent system was designed to bring water from springs on the East Hill to the -arious extremities of Kent, including the north portion of the Kent Valley. To bring water into the system from the north is possible but it is limited by the existing water system network and pipe sizes. If there were ' a large requirement for water in the north portion of the water System a greater quantity of water could be brought into the system through a north end interti., than if there were this same demand for water in the south or some other portion of the water ' system. The farther the water must flow in the system, the more energy is taken from it through friction losses and hence less water can enter the system through the intertie. To increase the amount of water available the loss of energy car be reduced by adding more or larger pipe lines within the system. Increasing -14- the pressure to force more water through the mains is not prac- tical because the high pressure would create problems in the service connections. To get the maximum amount of water to the 216th Street reservoir, valves across the valley floor must be closed isolating the north portion of the system from the south. In order to ' receive the maximum flow from the intertie the valves a-rose the valley should be opened allowing the intertie to feed as much of the south portion of the system as possible. CITY OF RENTON WATER COSTS ' Data compiled by the City of Renton, indicates that the teat of production and transmission of water in the L y of Renton was 11 .9 cents per 100 cubic feet and 14.2 cents per -00 cubic feet in the years 1977 and 1978 respectively. These figures included a proportionate share of administrative and general costs but excluded all costs of distribution, customer service, meters, fire protection and capital improvements. with the addition of ' capital improvements, these costs rose to 18.5 cents per 10C cubic feet in 1977 and 17,4 cents per 100 in 1978. 1977 is higher than 1978 because more capital improvement costs were incurred that year. The cost of pry,ducing and transmitting the water exclusive of any capital costs could be expected to reach 20.5 cents per 100 cutic feet in 1980, assuming inflationary increases are 20r per year. GEOLOGICAL INVESTIGATION OF WATER RESOURCES IN THE KENT VALLEY ' AND EAST HILL Study Area The study area evaluated encompasses portions of the follow- ing townships and ranges: 2iN-4E, 2tN-5E, 21N-6E, 22N-4E, 22N-5E, 22N-6E. Generally, the boundaries of the area evaluated are approximately S.E. 160th. Street on the north, the Green River to the south, the Valley Freeway to the west and Georgetown to the east. tGenerally, the topography to the west of the Green River is flat. To the east of the Green River the area is hilly with numerous lakes and creeks. The area immediately to the -ast of the Green. River is known as East Hill. The land use of the subiect area includes commercial, residential and sparsely populated or undeveloped land. The commercial areas lie predominantly to the west. Residential areas cover most of the East Hill. The farther east the more sparse the residential population becomes. Purpose The purpose of this study is to gather as much information as possible pertaining to e• tsting water wells within the study area described herein. This information includes existing records, previous studies and publications and personal and telephone interviews. The information compiled herein includes ueological data and data on existing water wells which should subsequently be reviewed by a groundwater geologist. ' Irocedures To institute a search fcr information, a list of agencies and persons having possible knowledge was _­,mpiled. Each agency or person was contacted by phone. When necessary, field trips were made to gather or review information. A list of contacts is included in this study. Each agency or person contacted was asked what avx . r.ble information they had, and in addition could any references be ' made tc other agencies or persons that may have knowledge applicable to t: is project. fContacts The following is a list cf contacts made during the ' -16- course of this study. Many of the following had nu infurmation on water supply or quality, huwever, the names of these agencies are included just for reference purposes. The following list is in no particular order. 1 . State of Washington, Department of Ecology, Resource Manage- ment Division, Redmond Field Office, 885-1900. The Department of Ecology Resource Management Division maintains a file of all wells drilled in Xing County. Well drillers are required to file a "Water Well Report" for a'l water wells drilled. These reports contain the following data: Owner, Location. cf Well, Proposed Use, Dimensions, Construction. Details, Pump (details) , water Levels, Well Tests, and Well Log. A review of all Water Well Reports filed for the study area indicates that mutt. of the infor- mation requested on the repo•-t form is not furnished or filled out. Discussion with DOE personnel reveals that the DOE only maintains files of the "Water Well Reports. " They do not extract or interpret any of the information furnished on the reports. Approximately 550 Water Well Reports have been filed for wells in the study area. These reports are filed by township ' and range. DOE personnel recommended Water Supply Bulletin No. 28 as a reference. This publication is referenced in more detail in the bibliography. 2. Soil Conservation Service, Renton Field Office. The Soil Conservation Service has no information on water sources. They deal only with the top layer of soil. 3. Bureau of Land Management. The Bureau of Land Management has no information on water sources. 4. United States Geological Survey, Washington Plaza Building, Tacoma, Washington, 1-593-6510. The USGS receives their information about water wells from the Department of Ecology. This information includes the township, range, owner (at time of drilling) , use of water, altitude of land, depth of well, water level, discharge in gallons per minute and drawdown. Since the USGS information is taken from "Water well Reports" furnished by the Department of Ecology, much of the USGS data is similarly incomplete. All of the water well information compiled by the USGS is stored in computer files. A copy of the computer printout sheets for the appropriate sections-townships-ranges within the study area is included with this study along with an explanation of symbols used on the printout sheets. The USGS has no additional information an water wells. The Water Supply Bulletin No. 28 was given as a reference for geological information pertinent to the study area. This bulletin is referenced more completey in the bibliography. 5. Corps of Engineers, Seattle, Washington. The Corps of Engineers has no information on geology or water sources in the studv area. 6. Anderson and Kelley, Consultants in Engineering end Geology, Boise, Idaho, 1-208-375-9220. Anderson and Kelley have previously been involved in ground- water geology studies and water well explorations and ' testing in the study area. They cited the water Supply Bulletin No. 28 and the "Water Well Records" as references to this study. 7. Robinson and Noble, Ground Water Geologists, Tacoma, Washing- ton., 1-584-4370. Robinson and Noble has recently completed a water study for King County Water District No. 105. This study is included in the Comprehensive Water Plan for King County Water District No. 105 and is referenced in more detail in the bibliography. Robinsor and Noble stated that all available sources of information had been investigated in the preparation of their report. A review of the Robinson and Noble study indicates the information presented therein is not of suf- ficient scope for the requirements of this study and does not cover the entire study area. Robinson and Noble gave references to information as Water ' Supply Bulletin No. 28 and "Water well Reports" on file with the Department of Ecology. 8. King County Health Department, Renton, Washington, 228.2625. The King County Health Department does not compile infor- mation on water wells. They do have water quality records for wells that are referred to as community wells or wells that supply water to more than one residence. Community water wells are numerous throughout the study area. Community water wells are required to be laboratory tested for water 8 quality, primarily for Iron Ire) and Manganese (Mn ) concen- trations. Conversation with the sanitarian indicates that a water quality study for the various water wells would be rather meaningless. Wells having problems with water quality ate randomly dispersed throughout the study area. The primary contaminants are Fe and Mn. The sanitarian emphasized that wells having problems with excessive amounts of these contaminants do not appear to be localized or confined to specific areas. As an estimation, the sanitarian approximated that about 10 percent of the wells drilled have problems with high Fe and Mn concentrations. A list of allowable contamint levels may be found in the "Rules and Regulations for Pcblic Water Supply Systems" which is referenced in more detail .n the bibliography. One area of concern with regards to water quality is in the Lake Retreat vicinity. Excessive levels of Arsen!c (As) have been encountered in several wells drilled near Lake Retreat. The sanitarian did not recommend the Lake Retreat ' area for future water well exploration. Copies of water qua;ity records are not included with this studv. This is due to the complex filing system used by the Health Department and the lengthy process which would be required to obtain these records. Based upon the experience and advice of the sanitarian, it appears that water quality records may not be of particular value in determining areas which may have problems with water quality. As previously stated, the areas which do have water quality problems do not appear to be localized and are rather randoml; dispersed throughout the stud, area. The arsenic (As) problem near Lake Retreat is the exception to this statement. 9. City of Kent Water Superintendent. Mr. Stan Boden, Kent Water Superintendent, mentioned two wells which should be investigated. Thee wells are the Bayden Well and the Wilson well. The Bayden well is located at about South 218th Street between 85th and 86th Avenues S.E. . The Wilson Well is located near South 2C8th Street and 64th Avenue South. Mr. Boden also recommended contacting the Last Hill Community Well Association in order to get information on their wells. Mr. Boden also mentioned a Possible water source on school property located near S.E. 256th Street and 148th Avenue S.E. Thl; site apparently has a cistern type water collector. Very little is known about the quantity or quality of water from this site. 10. King County Water District No. 105, 631-0565. 1 The Water District Manager stated that there are four water wells in this water district at the presen. time. The Water -19 J!Strict has water rights to 2400 gallons per minute. The four water well- ire located in the NE Quarter of Section 4, Township 21 Norti„ Range 5 East and are approximately 2000 feet from Kent Springs. Each of the four wells presently produces about 600 gallons per minute. Each well is about 85 feet deep. The water level is about 42 feet deep in each well. Historically, the water level fluctuates very little and the water level remains relatively constant whether the wells are being pumped or not. A test was made on one of the wells. Th4_s well was tested at 1300 gallons per minute for three hours with 1 .2 feet of drawdown. The water from tnese wells, according to the Water District Manager, is slightly corrosive. The water is very oxygenated and has no significant Iron (Fe) contaminants. The Fluoride content is apparently excellent for domestic water supply usage. No treatment is required for this water. 71 . Johnson Drilling Company, 255-7385. The Johnson Drilling Company is apparently the main well driller in the study area. This is determined by researching the Water Well Report forms on file at the Depar'_ment of Ecology. It is recommended that Mvrl Johnson, the owner, be contacted during the process of selecting potential test well sites for his input and knowledge of the study area. 12. Stoffel Well, located at the Cran-Mar Trout Farm, 631-2660. Mr. Stoffel stated that he has a well in his yard which supplies water for his domestic use. His well is 77 feet and has a 6-inch casing. He did not know the capacity of the well. Mr. Stoffel also stated that a creek or grourd water source supplied water for his trout farm. The quantity of water has drgpped considerably in the last sever,.l years due to, he feels, the excessive pumping at Kent Springs nearby. This past summer, he stated, there was barely enough water to supply his trout farm. He is concerned if more we"s are drilled and put into production at Kent Springs that there will be such a significant drop in quantity of water in the creek he will not be able to operate his trout farm The Cran-Mar Trout Farm and Stoffel residence are located near South East 288th Street and 7';th Avenue South East. Mr. Stoffel stated that the water quality in his well is very good. Water quality is probably very similar to the water from Ke, t Springs due to the proximity of his well to Kent Springs. -20- 1 13. East Hill Community well, Bob Couture, '52-4792. aMr, Bob Couture at the above number stated that there are two wells havinc 3-inch diameter casings and one well with a 4-inch diameter casing. The 4-inch well is not in use at this time. Mr. Couture stated that the .:ity of Kent tested cne of the wells approximately one ,year ago. The two 8- inch wells are spaded snout 80 feet apart. The pump was removed from one well during the testing. The other well was pumped at 1 s.ightly less than 300 gallons per minute for 8 hours. During this testing the water level dropped 0.2 feet it the well having the pumF removed. Mr. Couture stated that %he City of Kent estimated potential of 2 million gallons per day for bath wells co:.cined. He also stated that these wells were tested in 1966. The wells were estimated at that time to have a combined potential of 4 million gallons per day. The water quality is apparently adequate for domestic use. Mr. Couture mentioned that the water eualici is similar to that of Kent Springs. The East Hill Community Wells are siruated near 104th Avenue South East betwee., South East 244th and Southeast 248th Streets. 14, Bayden Well, Mr. Bill Hayden, 852-3855. Mr. Bayden was the original owner of the Hayden Well. This well was drilled in 1947. According to Mr. Hayden the well was drilled by the cable too: method to a depth of 147 feet. When the drilling gear reached 147 feet it fell 100 feet freely. This 100 feet is reported to be pure water. A nearby plant r sery also has a well drilled into tt s cavern. Mr. Bayden said that the artesian pressure in his well war about 14 pounds per square inch and that he was told that the artesian pressure at the nearby nursery is 35 pounds per square inch. The Bayden well site was s 0 Mr. Jim Rust. Water rights are owned by Mr. Chucci wh :s a portion of the origins: property owned by Mr. Bayd, Mr. Rust and Mr. Chucci both csed the Bayden Well fo• their domestic water supply when the property was sold to them by Mr. Bayder.. Mr. Bayden does not know if the property has changed ownership or who presently owns the w,ll and .ater rights. The water from this well is apparently of very good quality. '2 - 15. King County Water District No. 111 , 631-3770. The Water District Manager mentioned two potential well sites. The ramrs of these wells are the Pfaff Well and the i Derbyshire Well, T,e Pfaff Well is located about 2,000 f, et south of the 3.5 million gallon water tank site located near S.E. 288th Street and 124th Avenue S.E. The Derbyshire Well is located at the tank site near S.E. 286th Street and 124th Avenue S.E. The Derbyshire Well, at one time, apparently provided the water supply for a cherry orchard and cherry processing plant. This well is about 100 feet from the 3.5 million gallon reservoir. Presently the Derbyshire Well serves two residences. 16. %ng County Water District No. 56. King County Water District No. 58 has no wells. This water district had no information on any possible well sources or ' references. '.7. City of Auburn, 931-3010. The City of Auburn presently has well supply sources. Water quality and pumping records are included in the appendix. 18, Pfaff well, Robert Pfaff, 852-8244. The Pfaff Well was dril ed in 1962 by Johnson Drilling Company. Mr. Pfaff believes his water rights are for 1000 gallons per minute. Presently, this well supplies water for two residences and fcr irrigation of Mr. Pfaff's farm. Tn:s well is 192 feet below ground level. The casing is 6 inch diameter. A screen was installed at the bottom 15 feet ..;f the well. tMr. Pfaff stated that the water quality is very good, although he has not had the water tested. After the casing and screen was installed, Mr. Pfaff said that Jonns�n Drilling Company used the largest pump they could find to test the well and could not measure any drawdown in the well. Mr. Pfaff aid not know the capacity of this pump. Mr. Pfaff also stated that he filled a 1000 gallon capacity fire department truck in 2-3 minutes directly from the well pump several years ago. Mr. Pfaff is verbally willing to allow the City of Kent to test the well for capacity and water quality. He also stated that he is willing co negotiate with the City of Kent or other water purveyor for sale of the well. -:2- '9. In 1957, Ranney Method western Corporation conducted a hydro- geological survey for the City of Kent. A total of 10 test holes were drilled adjacent to the Green River south of Kent. Pumping tests were made in several of the test holes. Rannev Method western Corporatio.; estimated that two of the test hole sites could be developed with a Ranney-type collector giving a yield of ten { 10) milli day on gallons per This report is referenced as item number 7 in the bibliography. FINDINGS Water Quality From discussions with the previously listed contacts and primarily with the King County Health Department there appears to be no ma3or problem with water quality in the study area with the exception of the Lake Retreat vicinity. Many wells do have high Fe or Mn contaminant levels, however, this condition occurs only in about 10 percent of the wells drilled. Several wells have had high sulfide contaminant levels. It appears that the wells with problem levels of contaminant are not localized but are interspersed randomly throughout the study area. Water quality standards may be found in a pamphlet entitled "Rules and Rea_u- lations of the State Board of Health Regarding Public water Systems, 1978." Geology The primary source of geological information appears to be _he Water Supply Bulletin No. 28 entitled "Geology and Ground- water Resources of Southwestern King County, Washington." Another source of subsurface conditions is the "Water well Report' Drilling Log which gives a description of the types of materials encountered when drilling. Existing Groundwater Sources With Reputed High Potential ' The following is a list of existing wells which reputedly save a pc ential to supply large quantities of water suitable for municipal use. 1 . Bayden Well, near S. 218th Street and East Valley Highway. 2. Pfaff Well, about 2,000 feet south of S.E. 288t❑ Street on 124th Avenue S.E. 3. East Hill Community well, near Benson Highway and S.E. 244th Street. -23- i � 1 4. Stoffel well, on the Cran Mar Trout Fars: near Kent Springs. 1. Wilson Well, near S.E. 208th Street and East Valley Highway. 6. De-byshire well, approximately 10C feet fromm the existing 3.5 MG reservoir near S.E. 288th Street and 124th Avenue S.E. 7. School }roperty near S.E. 256th Street and 148th Avenue S.E. 6. Ranney Well adjacent to the Green River as described in 195' Ranney Method Western Corporation report. This is ' reference number ' 1,1 the bibliography. Numerous wells are located throughout the study area and surrounding vicinity. Most of these wells are very shallow and are used for domestic use. Very little information is available on these wells other than that information as recorded on the "Water Well Reports" filed with the Department of Ecology. Presently, the King County Health Department is in the process of developing a map of King County showing all community wells twells serving two or more residences) on the map and coded by reference number to the Health Department records. This map, when available, may offer information which could be of use, however, ' Health Department records will probably emphasize water quality and not well construction data pertinent to these community wells. ' -24- 1 BIBLIOGRAPHY 1 . State of Washington, Department of Water Resources, Wate: Supply Bulletin No. 28, "Geology and Groundwater Resources Of Southwestern King County, Washington," 1965. 2. Comprehensive Water Plan, 1979, King County Water District No. 105, by Williams, Roth c Associates, Inc. , Appendix D. 3. Investigation of Groundwater Supplies near Covington and Kent Springs, by Anderson and Kelley, 1969. 4. State of Washington Department of Ecology, Well Drilling Logs. 5. United States Geological Survey, computer printout of water well records. 6. Comprehensive Water Report for the City of Kent, by Hill, Ingmar., Chase and Company, 7972, Phase I, Chapter VI. ' "Report on Hydrological Survey for City of Kent, Washington," Ranney Method Western Corporation, February 1957. 8. Rules and Regulations of the State Board of Health Regarding Public Water Systems, State of Washington, Department of Social and Health Services, Health Se-vices Division, Water Supply and Waste Section, 1976. 9. "Report on Ground-water Sources for King County Water District No. 111 ," by Fred B. Roberts, Robinson 6 Roberts, Ground-water Geolo-`4t, Tacoma, WA, 98499, January 1962. 1 -25- 1 APPENDIX A rwell and water Quality Records for the rCity of Auburn, Washington r r r r r r r r r r r r r �taaaaaatt�att�a p....wnn womb i� V51 N1.\� wl Neil � ttE aaDt r0R INSTaUCTlONt WATER SAMPLE INFORMATION FOR STANDARD COMPLETE CHEMICAL ANALYSES 40" DO No,W"t IN MaG[D WN .NB N.VBe\ .:1 G D•'e .[G!v' Pan co"ICSEC CAltCrtO av / CILy of 64114rO, water M\iuc iran. .rtfar. �) 300 .. i•IV N.W x.ri.O.RH thwn w wV - - — rn -'asr"s� n w�;,rwo _nuDau.no ... �' - ✓'t• - _C.Nw.+tc _ aDURCt ND r aa1M1Ci w uatw arMa4. r0a 50umcf , TrWI. _ LrNG - 1 WtY. lltrp"MANS UWA ON., .Lw\I rs w+..•oN n.1r4u+.0.svrltr n w eLk.Av`erD.wu l�IxtN.` i..XMesn D•.OG.aN, rpa atTwauTlON , ___—_. — 9aWct ON.\ CARD .----- - 1 Sam q~Ta —N,. .NrNla wN ns J.- n. aatWat of xubulrn, bYLPr D1VLBtol, Ga Ft 'lair. ?'teat •ubuM� NO, 9lID02' c•. �t.c.w .N. !DO ND.'Men!a[tOW tent tM) LABORATORY RKNOT ,mow r • a .L Ni. „ CARD .2, c.Ta -N•Tr n vwwr APPROVED JLM ?EST INC. 14SO- I14th Avo. S.E. Saito 120 ' F*Uevaa. Washington 98034 AATEa SLI 'JFn—CC*\ CHARGE i3 sly, K.," ute Ip. N[wc. sit ♦C♦ fJq INCTq Uc,oNS WATER SAMPLE INFORMATION FOR STANDARD COMPLETE CHEMICAL ANALYSES Non crr" Npi wrtt q°M ♦ � .Y laol -s gtCt•vE" wt ^4a C 1em tv — �� Git,l OL.i' .. i � i ��� �11' I♦..R Va 1Tf'n . M. N. .,1.•W MYt 4A �``.•VVw• J.��UFk t•'mNla.0 :Lvwn +uwe.or.,p, .,qy upna•xp. e.xA •�*x••ww, '. ���—rY_ R .u.p "q•..Np, RMt_b.4•tC J\aA`OxtD __CwM+r+aC_ww*P t9RtwR.•+a W W_-__. teYaC[ t011gCt NO •tOU11C1 A lqq[W 8"M vYMt mil• , Tvq �`tuiw:�i i•w-." amp"m ••Illy" e•3 yNwM MW pt•YMI''lA tr�.w •vws CAa♦:tfy NPpy t.).fw°• tMwnl Oq a lft.bN •N,lr5Tg1�U1HY. , CARD o.•t : — - __ ' ,� �� � >rr MVOAt lv)�.sw wNA{♦[pgtu Mtlggq1 In ♦q ieo No.win tttor Tlpt�Ml tLAEORATORY REPORT --_ ram.---- ' _ _ .., � ♦ _ _ ,� . . - - _ _ . 4— AW -_. r CAA ) / - JV' TEST INC. 4polia7,VED ``" jkj50. 114th Avis. SE. Suite`120 ., Bellevue, Wasbia" 9800E n gM !'.. v W♦T[R 9UMh1{q�CC�• CHARGE .tt MaY•rtNCN ..�,.,,.,.,,� � t[[ a,EYt FOt INSTkWT,ONS AND COMPLETE C WATER SAMPLE INFORMATION FOR STAND HEMICAL ANALYSES 1 r10tt 00 NOT tilt Y(NattO atlas M H:vtF• Grr Dr'E afCU�E_ JarF :Ju[CT[: t0..[C'W•. — a... �s � t �,G. ' L • of Auburn, wtctr i it t J,lttfn ^' J° AL_..• t,uara I h.Rg f i iw f••..t•`K•e KTM •M1 YM.I•Y/A . / .anora •ruw aril.,ny.NIP, +�.5.�[.°t.l.�.jy:�, .nE• rw_ranac nwtn.+ta !w .tt' ••..t. war v _ •OII butt[ � •'V �uM+� d v '+tu ;tO1N1{f rt0 tNypylKS y UII[W t1tg11 SNM.E Ow.• MiN[ . hW.m q • •W.RI WOIUM ML•Ida•at„+rwtMW .wu CG.t�'E9.41Y f.]M1v•..•OW6f 0•:dGn^.. situ Oltrt4.:"JV , . Eaaw.t ON.� CARD ba+t,r ' tttpr• .a 9154,02, 4: ���rJ ttse tttplT TO,.wa...,a,r,ana.aOpyp• tNMattt �"�' �...-__.._ _� �I rt �. p -0u-r.. J•tti !'Vitf OR vtN — leo Nor LABORATORY REPORT _ J- _ _ CARD Z i _ _ Ut4 2 (_ r AM TEST INC. " tovED 1450 • 114th A". S.E, Sattt 120 9.uevue, Wathfapton 98004 `- .�+-e'"s:•x.rtt_c,`. CHARGE tip. •M.•rann USE SEE IACA un qNG, FOR INSTRUCTIONS a WATER SAMPLE INFORMATION FOR STANDARD COMPLETE CHEMICAL ANALYSES MOTt 00 NO' WJI ,N Wt0E0 AAW NUY to CO p 14 CAs.EC7 IGO WlcTE0 IY xi��,!�L; , �er�ir�- `�f+4s • N .^ N. i•tnN rANe I Y+tTW aAd ff r .. rc.a•W,<, 7 1 A � .!Rg L turNl.Ju-+G.� T.x farM.\.AAIN r..N[N.t�T FaNaagN• °•1'� ` Pw__n.xNNo _r.voP�wnc ��y' _��_ T•tnvr• - yf: � •frvM - uwOMlNaarC__Wn•60rTNWA rvR WIC ■ W MO la EOURtt ,t AYti OR\MIAY <M EO'JR:! , TYRE _R't.,RYALy -> M.. INTE[MMII YY•l!E`Nl. � l a4W0 _ • •J0.wN m ywJ P.S DNaw,AOa,MTW.,<p.Ignu .Waa CR.ICnO<NOu 9gYu.• iapnett O.♦KAtMN 10A 9 STR,Sd ION , SAYP't Cw CARD DATt —_— ' A;144..1 EENO ft O T Tp,.wry.r V"ww A AWNEEt _ zo. •.•x.. F _ _ Givi•ien 6n 2,e GIN ID?NOT".To Et\ON 1M15 UNt1 LABOR``ATOR/Y� REPORT !w _ E x �a � r '^i' �� _ _ ^nF• r C _ • �I .A' N « S _ CARD 2 ! ' r r {C eN L• ` � CARD a s..M-. -.. • , AM, TEST INC. ApoaovED 100• 114th Av1, S.E. Suits 120 IiIPYY4 1��C•talnytOn 980',14 .cwR.. t" NAT[R SUMLIER—COPr CHARGE OP"SAN m ! Mon i M M M M M M M M r M . Y AR: PAC F. 1 GALLONS PRODUCRL Pi.R LONTH S(rtHr CY SUPPLY ,.. rpp±, r,Rg.;✓ 'A'+sT HIS:. BF:LI I WELL 2 TOTAL ACALEiY "LEA HI;L ".'rTAI .J A'311 A't Y tv -. FEBRUARY t/Q LARCH APH I± 98 7 Qom." as a0 -d; 8— r 58/a-" /i o/3 cr'n 1 0,6 1 LAY / 7.�/ /G '�0400 JAM �9 x JW Y 3/0 '. 3" S pD AUGUST OCT037' a, xrvFLa�R Y 76,cc /(o ov,.400 Df.C..LB!R J 1 s- -p El+! / Soca S1/d3 000 1'2 t TOTAI 1 ,3�3 6✓a 4an ',jp r bF 2'fa o o .J u i U 48,/oz IYdAl tLifl:Ti J'sQ 5'7C V AJN — .;6J1a0 Cv7 ,P ; Gr, G Z0,...• oq• bt hi v i ., >> 1 i.. r 0 °Ih� /� e:.ei:-c yd�S oor v' G7 rr78 L'C Poo S$/' �oJ :9Z O/ ✓� ,S 6#17327'::(,s/ y;:l135 I (p9 /71_ ouo a uJ) 'Y la iri .!. • g/ 000'4Ll £_! itlf j 0 i iti R OLh 6 ttb �C b SOL' °� srg £ ��f EL aw�$ £�"/ Nnr goo 3d sr r cr+c,; ° y0�' ` ,/;( a aaY Gi!✓ 7 1 LrX 15.i s L'CG r,i -Fy --4i- 00719 pimp� Ai:w118l3d t LA IYL)y T'TH Vs- ATi4Y)Y `tY.'O.I a 77nM [ Ii3Jd IN mS11. -I'38D :boa NyFk77 , i i HIMO-1 Ipa ,1,13r )ad SN0TIY9 i t [J7 r r APPENDIX B r Water wells In Rent and Vicinity r r r r r r r r r r r r r r r r a • • 1 1 1 u a tEx w � a r � w ti a w ■ z� N i p w p i i � p b p i � w p ♦ R b I u i N In p • w • • w 6 t � • 1 \\ R ! • w 1� f 1 • \,♦ LE f T x vA Y s .. • n � w w f l n � '.a+ r a w � a N i p w a • 6 OF RD "GI ORMTO" y l Yw w i N w s� f u N w w N IV I �pt S•Y.[M x ' 6 rBLACK g ti JALUONAI w b Go r nSIR u f1 ti = N w OR N i i N Y R A' RANGE • EAS+ RANG_ _ EAST RANGE 6 EASS CITY OF KENT GEOLOGICAL INVESTIGAT"+N VICINITY MAP ecA.E �N r�,Es URS COMPANY ,.Jr•N11rp Brpiwas w Anrvst- v:. C•ea•ra �� �;1 $:},. SNOfN FYPLANATION OF SYMBOLS See between: "water Level" and "Date water Level Measured" See: "Use of Prater" column columns H - household or domestic F - flowing well 1 S - stockwell D - dry P - public supply P - pumping - unused G - nearby flowing I - irrigation H - nearby recent flow N - industrial O - obstruction - other S - nearby pumping T - institutional T - nearby recent pumped A - air coed. V - foreign substance B - bottling X - surf. vat. effects C - commercial t - other D - dewater E - power F - fire M - medicinal R - recreational S - stock Y - desalination I[t twU "I I it l -. IYt i>Y rfwY7ll •SStt'.al •n9 •w/+ ••g.Y p Y14t • � ,.�WpW 1fY t/el 7rl YDf €alWtia la=Y•t man ONFa n11.S 1'1 AIXI A4l A, .IIW: Lu. IUtfiS. taCN144 0tT I9/ PAGE I AL101111t OaT[ Rt9CRaN0E Ulf IK IAIR, mpt" 441fN WAVER IaALLONS RnaW- LN'M IF .,IPI A" Of WLLI. Laval. LFVFL PER DOW RATE MV.xn« low u WAI/h Ill LfI fHltl 111t FI Wta9V0[R WIWTEI IFEETI COMRLETFD { JV•I/p41-al.nl 4I'.wlt n 1411 S.1 11.99 RR/2l/!K2 -- -- Sol /1944 tIN/e./-41Xn1 IIArri• N SR 44 )IN/n.i.01091 «Ib.IIVLILI •1 ) 4S0 I I f 1969 )Iv/4q-91f 11 41Vw1.11L -- too JIWnH-Illafll 4t 1V11XN 4 5S 9f S.00)1.1/04f-,Impl OtIM4111 n Poo )In I've- 1 j2/11119h0 )00 -- 9// /j94a i1N/R4F-ht«nJ f1Vw11hA n J00 44 1,16 94/2B119n1 90 e )IN/44i-P lnnl -- n 4e 100 11V/pal-III4xl (f4gFb14 11 4n 1 II9 I ._ )e F _. OJIOa/19S1 JiN/4N-u 19n1 It.4A0,1 -. 1,6 100 11Vteol-1 on1 SW+n/!N 4 An 41 0 M IN'4H-141 D1 t4•Xh 1 AS tU R -• -- �_ ]I«/n.F-i'Vol -- 11 F5 50 1.00 tl"/44-J14n1 .V0g4F 11.1 PAC 4N -_ LI /A 14.00 04/ /1924 409 _. 1924 )1.VOH-J.4a) VnM I.1 nAt Iv IL J14/0N n4n1 44•nX l u Tl IIN Is.S9 01/09119NI 609 IS - 1' l P+I0+1-OP 4Al Inn., -. 4S4 at AN.OU - 11 -- 99/ 119s1 JM1/nS!-nir 01 4AL11 4 4ee 1 " 94,OB y )IX/OV-aNnl Onlr 4 lot It IJI pl/i0/10AI .. __ .. )IN/01r!-RrAnI �.npa1 X 104 1/ 4."A ellpell9Al 1 )IXJOn/.94Nn1 %141 X 1e0 IH I5.00 -- •• e}Nl04/-41CnI vq rnAV a log nS S.Do 11/04/191A IR -- 11/04/1014 elll/04/-40:41 SIt OaAN 4 l2e FA 10.911 10/04/I91% IS IS 11/0V 19H PI44"so pAF01 4e01INX N 400 an 20.49 0a/24/19ai lIM14V-0g111 111441 N Alto VI 59... 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OCT 141 NAbt 1 nt I TWO Dart 01 SC14014at :1j of LAW, Ut Nf,e "Afto AA1f4 ISAt(nMt 6NAY- nnnl 1. ...4 It, MI *11 Itlot It"t to 00" MATt w0fM r11111 "it I 11El I of WaitO "twitI Ifff iI rUN01J1ID 0.40 na/61119%4 !P^Ia'd-Yr101 IPva t\ � •yn Ylo 2a1.00 1954 10 -- sA. /1954 it 1,In .nlf 01 In..Ir II«il v11tI, __ .nP IP H.Ya A1/11/I9h4 INS - 07I)51 9A1 1 -uanP 1Ar1..hn.1 •• 400 Ira Ie.51 031I11I9a4 f0 -- 041i1/19h1 `14.rxS1.9u•41 IA.Inl wa nla141 n 410 1)1 1a.A% o0IOh119" 60 -- as, 11Oa1 `1«/awl.a59e111 we t2a r1.le 0A10611961 - •" 195S Il ur 410-9«.0'1 .,-..1.,IN 4 1.a I'A v4..11 0t101/I to 10 -- 19aa 11M14«I-""..1 .P.,IINvw 400 44 06.19 Wag,19ai •6'atbl ! •rt ._ IRA I9.a2 00t04/14at 40 15 !t«leH-4nkrl ',YLx11n0, « 1eh IM LII n.141114at __ 19.4 )IatYSr-n«v41 S1 n olvl.A -- 4.0 }• 14.09 0011rt19at ♦1"!n"1 .0\«nt 14♦.Itt •1 4.0 ITI I51.4A 04/t0119a2 }0 -- -IOSS ))Mtn 41.9a441 M1 strait ON 1 S0 4S A.1. n411)I l9«1 IW am.A.01-1 •1'..xltl/u 1 a4 5A ..ta tiMtoN-04 Mt - I9iA tlillam-ANX 41 911N1T/ 1 ti4 4♦ a.Do 14a Ia Galt//IOsi }f•tyH-A«V41 IY.1 1 «\ In 1".00 -_ p1"'OOSf.44401 At,., llumil Pa n 44 -- t -• too t -_ 12/V•19a5 t1•.mHo voiI MI}NlINN4 1 ON 41 0.4I 0.r111141,1 4 •- - y IV~.0rI01 14,06 ( 40 Ito -- -_ _. ._ ION AVi/4v-a fast ti.A 1VM, 1 NO I4 2.9) 0.11111961 too •- 1441 )!"Idyl-aNAal rt11.fade .1 •ta isa 11I.St o0/I1114.7 10 -- on, It950 )ik/nS/-A«eta) 4A1 r"v H 440 1«S It9.rt 0011ah119at -- -- I451 9f0e4«I-"Anne 1ap.F1.11 n •44 141, 11o.00 _. _. 194t ojmooM.4.011 fAtl tt q .40 114 10.11 00IA111 Mi It- iM/4St-0r«n♦ tu. .nu ,1 400 /5 47.51 04/17114n2 e/Yt44-*a"Is a.itl P, a 190 1.0 0..44 0411t1141J __ _ ilMt4rt-a"4t nIWG,ni 4 Ian 1«N t _ 14S5 tt4/oS/•4,MN1t IIt,I MAi• and «1 40.01, 0A•0/119"t !9- -. n I 11 S9 4a»0Y e011,« 0 I tt11A+Mk. •. 4n0 in4 its.to na/O lrlrat ._ .. ._ )11'I091-n4J01 1A.."- n 60, 1t« Ia1.a1 04/111194t 1 011H4SI-9n.Mn.. 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NA4P-II V•VYri.PHI......FIN. .Nu1 pll/....1>.4&.4i PN pp f1C1 14.....NUA PAN.....464 P AM?....P[ARNM .....•........PPA1.041•A.H4SP-11 I 1 t t Renton City Council • 5/19/80 Page 2 AUDIENCE COMMENT Sale of Water Jess Harvard, 1030 MW 197th, Seattle, U.R.S. Consulting Engineers, to City of Kent requested Agenda Item 7.a. be read. MOVED By ROCKMILL, SECOND HUGHES, COUNCIL CONCUR. CARRIED. Letter from Public Works Director Gonnason presented proposed agreement with the City of Kent for purchase of water for an Interim period pending development of permanent water supply programs. Gonnason noted Renton has the capacity of providing water for an interim period of time and recommended 27c per hundred cubic feat, requesting Council concur f and authorize Mayor and City Clerk to execute contract. Upon inquiry Gonnason noted two-year contract, Lind Ave. S. area intertie, Kent to pump to their system. Hughes explained his intent that Renton have sufficient well water to discontinue City of Seattle water. Gonnason also noted Agenda Item 7.b. did not affect Kent water matter. Rockhill inquired re fixed rate and inflation and if need for capital. Reed inquired re rate for water, being advised 27C at Iow end for large users (34c charged to residents), Councilman Stredicke requested matter be referred to committee. MOVED BY ROCKHILL, SECOND REED, REFER MATTER TO THE PUBLIC UTILITIES COMMITTEE. CARRIED. Systems Del Bennett, 18004 SE 147th, Renton, requested reading of letters: Development Letter from Del Bennett, President, Belterra Development Corp. , Charges 1900 So. Puget Dr. , urged reconsideration and repeal of the Protested recently adopted ordinance increasing sewer facility charge from Ic to 4c per square foot as it would increase cos- of an averag- new home in the City by approximately S800 per house. The letter also questioned facilities charge to property owners in the southeast quadrant to benefit property owners in the Honeycreek-Kennydale trunkline service area. Continued Letter from Seattle Master Builders Association, 170 Mercer St. , Seattle, representing concerns of residential construction industry, requested the City to review 400% increase in sewer facilities dev .opment charge and proposed increase In water facilities development ehargc and requested opportunity to discuss the matter with the Council . The letter noted breakdown of increased cost to homeowners: Added 3c per sq.ft. amounts to $493,11 increased sales price and with 30 year mortgage is $1 ,911.60, Continued Del Bennett ob„ected to ordinance increasing sower facility charge and objected that funds would be used to benefit a particular area and not of benefit to entire City and noted sewers should be provided through LID. Bennett called attention to Increase costs to hone buyers and effect on Inflation; also noted costs to development of Burlington Northern property In Lind Ave. area would amount to $2,090,850. Gannett noted thrt as the fee Is determined by square foot, It will cause highs density building. Bennett favored original ordinance for financing Monsycreek- Kannydale sewer with drainage basin Included n added faclllcles dwelopmeot charge. MOVED By ROCKMILL, SECOND HUGHES, REFER MATTER TO THE MAYS AND MEANS COKMITTEE. CARRIED. Ways and Means Committee Member Hughes reported the matter had seen discussed at the S/19/80 meeting and requested referral to Committee of the Whole. MOVED BY HUGHES, SECOND STREUICKE. ORDINANCE FOR THE INCREASED SEVER FACILITIES DEVELOPMENT CHARGE AND THE PROPOSED ORDINANCE FOR INCREASE IN WATER SYSTEMS DEVELOPMENT CHARGE BE REFERRED TO THE COMMITTEE OF THE WHOLE. CARRIED. CONSENT AGENDA The follow in items are adopted by one motion which follows the W S5� VRS URf COMPANY - _---- - FOURTH AND WNE DY D*G S£<TT•_[ WASHINGTON",l TEL iM6 983-BuaO February 6, 1980 Warren Gonnason, P.E. Director of Public Works Renton City Hall Renton, WA 98055 Re: Kent-Seattle Intertie Water Transmission Main. Dear Mr. Gonnason: On behalf of the City of Kent, we are hereby submitting a set of plans and specifications for the above referenced project for your review and approval. �V�!'4 ai}• you she �s P. 0 son, P.E. Project Director KRL/rlq Enclosures cc: City of Kent R eye PUBLIC WORKS o C • ` ENGINEERING D,,,,S,«,,�PARTMENT • 235-2631 9� po MUNICI►AL BUILDING 200 ABLL AVE.SO. RENTON.W 1,98M to SEOTE ` CNARIES J.DFLAURENTI ImAVOR .lanuary 23, 1980 `ir• Lief BorJNeth Cite of Seattle Water Department 11013 ird Avenue Seattle, WA 98104 Dear Mr. Bor;Nvth: Enclosed Please iind the (atv of Rent ou sPPLcat fon lur r„ license, Per your rc q.,. According to the explanation in [hv lover left-hand e.orner, need do is apply tuor the BaNic Itcense " le t-hand i- rh1N should cover any work in the all you "Rht-Cf-vev for tlx'Svear lof a198O. �Very truly yomrK, �1 Office F.nginay.r Dale pmp Enclosure SS7 CITY of January 22, 1980 Warren Gonna )n, P.E. Renton City .ngineer City Hall Renton, WA 98C55 Re: Kent-Seattle Intertie Water Transmission Main Dear Mr. Gonnason: URS Company has been in contact with D.G. Monaghan of your office concerning the location of the proposed transmission main and PRV station. The locations Ciscussed with Mr. Monaghan are shown on the enclosed draft plans. We are requesting a franchise to construct the transmission main and appurtenances as shown on the draft construction plans. Very truly yours, L Wj4k-.� Don E. Wick:>trom, P.E. City Engineer SC/rq Enclosure kt�'tivtu CC: URS W/Enclosure k.� �• aA u z PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 0 235-2631 MUNICIPAL BUILDING SOO MILT.AVE SO RENTON.WASH.BBOSS t P FED SEP�E� CHARLIE J.DILAURINTI MI1"N �.-.rtt lr h.i •�til , Ih n 11r . Aa I•.:vi: lic lbpr��.a I- made lu anal I� tl:. r Inm.i 1'. I'rFU, .uGl Iq'uIt .�r6CrY111 p4 1111' t�11 ; arl I\\"trt`�. �PII. t1�41 In tf:: I�IIa ��l �a.rlll� • "dor knvr I-.11, I , ' 1. Ilia Id:m of the �n••yur.rd In.t,ll1+turn ba be a r.r xcd .nW 'pj.' b�' �1 : .I.: L.ry; hrm rVYl, tha Vll � nl Ita ut un �:! ur l0 111�1d1I d I P.I . e,.tanva ul a:. dlaWu vn L'r. .rk;a;{„.1 prml uI the lain •.Ida \.ri lar I : iia9 from rrut r•e 1�... is L,,ni10 URS UNS COMPANY FUURTNANO VINE 9UIL041 1 SEATTLF WASNINGTON V TEL Q"J UP WO Janus y 11, 1980 Warren Gonnason, P.E. Renton City Engineer City Hall Renton, WA 98055 Re: Use of Platted Utility Easement For Pump Station Construction Dear Mr. Gonnason: we have been in verbal contact with Ron Olson of your office relative to the locati.vn of a pump station to pump from the Renton water main to the Kent water system near the intersection of Lind Avenue and S. 43rd Street (S. 180th Street) . tie indicated he saw no objection to the rroposed location. We plan to construct the pump station as an underground vault projecting about 12" above the ground surface together with an above ground Electrical Control Building. The Electrical Building would be approximately 8 feet by 6 feet in plan by 8 feet high with a shed type roof. Location of building and proposed pipe arrangement are shown on the enclosed drawing. The construction will be within the existing 15-foot platted utility easement paralleling S. 43rd Street. We would appreciate your written concurrence to this location so we may be in a position to advertise for construction bids as soon as possible to ensure completion by May 1, 1980. We understand that there may be some water contract provisions to be cleared up which we antic pate will be mutually agreed to t, `-re construction is started. Very truly yours, I `e, ( I'. Walter Ramsey, P.E. Senior Vice President EFD/td Enclosure cc: Don Wickstrom, Kent r- f -(ND awe \ \ 9 x. I N o New Soo?saR BLEC..! a LoGa OP PVMT. \ VA46T PUMP 5LA7174 METER (ruTumA) MM t2 •10'RZa= ---- —� PROMstTY l_IN, 17 2. whA not 3c" MFT$W Ru rum) ..24` WATER - 0 y —_ `- 12" WATERaq%Z4 12 0.EM-r . 24' TEE " ~11K PLAT $TUFT i GT'+ Of RANT. - %DPDS8G7 FLYaN 3TA.lON Zfl*1"DrV - cGr.; ,r.TL'i¢T E g URS COMPANY - - �' eocye OP PVMT. (EXIOT) _ --- _ _ 41eD•v,• �a „yyy. EWA co PvMT. C PUTU RE) -- ., — — -- — -- ---�— — — — — • lo' yII I LIND AVE \ �\ 1 � H&O New ecomR ELEC.� •, METER PUMP STATtlMI DLCC'!.I lD6t OP PHMT. em _ VAULT (PIJTURt) I MM _ �- —— — 12 •10 FtE4- 1 � � PROPIRtY r , �-- .�-- i2"WATER 36" METROCOQ_ M in U-rum) ,T ttS 24• WATER y L*T _ _. UST \ --- ---- . - UGT — L*T ---c 1F JMT il' WATER 24 •12" AM 24" TEE 24 WATER P,AT 5T26ET..�__ I CITY O K NT >RDPOE6.p PUMP oirAMCH 4EN70N - Kf,YT INTSRTiM _ 9 UPS COMPANY E06! OF PdMT. (EX 115T) _ -- 4,C S •-c 7e J✓W r . spGLr OF PVMT. C RtTU_PM) URS - ______,___ WM\L4Ytq,.ii HH)(SSCti�3L"vKi50K uu2a� URS COMPANY "ya^„L� FOURTH AND VINE BUILDING SETTLE,WASHINGTON U121 paW�p TEL:(2061623 6000 0 k.yMy G C h NI.LN SAS January li, 1980 � o^�clu ac v"0M01+ooHu` Warren Gonnason, P.E. Renton City Engineer City Hall Renton, WA 98055 Re: Use of Platted Utility Easement For Pump Station Construction Dear Mr. Gonnason: We have been in verbal contact with Ron Olson of your office relative to the location of a pump station to pump from the Renton waae.- main to the Kent water system near the intersection of Lind Avenue and S. 43rd Street (S. 180th Street) . He indicated he saw no objection to the proposed location. We plan to construct the pump station as an underground vault projecting about 12" above the ground surface together with an above ground Electrical Control Building. The Electrical Building would be approximately 8 feet by 6 feet in plan by 8 feet high with a shed type roof. Location of building and proposed pipe arrangement are shown on the enclosed drawing. The construction will be within the existing 15-foot platted utility easement paralleling S. 43rd Street. We would appreciate your written concurrence to this location so we may be in a position to advertise for construction bids as soon as possible to ensure completion by May 1, 1980. We understand that there may be some water contract provisions to be cleared up which we anticipate will be mutually agreed to before construction is started. Very truly yours, Walter Ramsey, P.E. Senior Vice President EFD/td Enclosure CC: Don Wickstrom, Kent y- � LIND 4V! ZSMT N Ml� i New %.'17'T.ER EI.CG. Cosa Or PVMT. L _ Mama PUMP STATbrI dDC# Sw.�� vn� � I C FUTURE) MN 17 �i --t2"VW►T'tR 17 Is 24' WATER _— JG7 __ __-._ _ \ T— __—�-- -- - UGT . -, --�- - Ex -.-...._..--------i�a--- i2 WA=EF. _. -_----._. .__._---- 14 •,2 ftED.-�. 24" T!! 2 ' WATER PLAT e tear i DRJPObFSp PUMP 3"Amcxs RFNTON - w-dmT' (f4mKrie ° URS COMPANY WOE OF PVMT. (EX05T) _ - - - 4�E!•e+•ie ,�yyy, EOif.0 Or PvMT, C SUTURE � -- - - -- - - - -� - - • io' III �L J � � r Seattle\later Departnwnt M1N,ryt1,M Lovin,�n aup�n,�r„�n, C,uMf AOY�, AYYM January 3, 1980 Don Monahan, Office Engineer City of Renton 200 Mill Avenue S. Renton, Washington 98055 Dear Mr. Monahan: Attached is our preliminary plan for installation of A metered water service to the City of Kent off our Cedar River Pipeline 04. Meter electronics and flow recorder will be instAlle�i in a separate above ground box adjacent to the meter chamber. Minimal electrical service will be required at this location. A plan has been sent to Puget Sound Power and Light to determine electrical service availability. According to Jones and Associates the current thinking is for a 36' wide roadway curb to curb which would place the chamber, and access manholes, out of the traveled roadway. Chamber top, however, is designed for AASHTO HS-20 truck loading. This service is to be operational by this June. As a permit will most likely be necessary from the rit_y of Renton, we will need to know as soon as possible if a permit will be granted for this location. Please reply by January 30, 1980 and send permit applications along with your reply. if you have any questions, please call me at 625-4125. Sincerely, I LES NELSON Assistant Civil Engineer LN:je Attachment CM c,S*lRb-W"Dp "rt nt 1015.n,.e Av� wn"ow.Swnn W"n'nQto Wl,w.,20M 821,410 20 CITY OF SEATTLE WATER DEPARTMENT . 9P� a .a 5s 'Al ' ' URS UPS COMPANY - -- EOURTN AND VINE GUILDING SLATTLE WASMNGTON66121 TEL 120616214M December 5, 1979 City of Renter: Department of Public Works 200 Mill Avenue South Renton, WA 98055 Attn: Warren C. Gonnason, Director of Public Works Re: Agreement fer the Sale of Water By the City of Renton To the City of Ken- Dear Mr. Gonnason: On behalf of the City of Kent, we hereby submit a draft copy of the referenced agreement for your review and continent. Due to the need to expedite this agreement we would greatly appreciate your review and comments to us by December 20, 1979. Please feel free to call if we may be of further assistance. Very truly yours, Walter G. Ramsey, P.E. Senior Vice President ST/dl Enclosures Ca: Don Wickstrom, City of Kent CI�"' G 19Tq IJ RS URS :OMPANY �As_ .Y bu�v U.NI . µG ,N41. v vx : December 5. 1979 City of Renton Department of Pubic Works 200 Mill Avenue South Renton, WA 98055 Attn: Warren C. Connason, Director of lublic Works Re: Agreement for the Sale of Water By the City of Renton To the City of Kent Dear Mr. Gonnason On behalf of the City of Kent, we hereby submit a draft copy of the referenced agreement for your review and comment. Due to the need to expedite this agreement we would greatly appreciate your review and comments to is by December 20, 1979. Please feel free to call if we may be o' further assistance. Very truly yours, / n l' Walter G. Ramsey, P.E. Senior Vice President ST/dl Enclosures ftcwj) CC. Don Wickstrom, City of Kent '*�*pG .979 RR�C W Ai AGREEMENT FOR THE SALE OF WATER BY THE CITY OF RENTON 1, THE CITY OF KENT This Agreement made and entered into this day of 19 , by the CITY OF RENTON, a municipal cor- poration Of the State of Washington, hereinafter called "RENTON", and the CITY OF KENT, a municipal corporation of the State of Washington, nereinatter called "KENT". WITNESSETH: WHEREAS, the parties desire to enter into a contract providing fc the sale of water by RENTON to KENT, N04, THEREFORE, IT IF AGREED AS FOLLOWS: (1 ) Term of Contract. The effective date of this AGREEMENT shall be _ , 19 The contract shall be for a __Z_ year period with KENT having the option to renew for an additional _.L year period under the same terms and conditions as set forth herein, EXCEPT that the rate which KENT pays for water supplied by RENTON Shall be subject to review at the time of renewal. (2) Rates. KENT shall pay to RENTON for all water delivered cents per 100 cubic feet. (3) Metering Equipment. RENTON shall own and maintain an appropriate metering device to :measure the water flowing from RENTON' s system to the system of KENT at the point of service connection. RENTON agrees that at KENTS request it shall install and maintain equipment selected by KENT and approved by RENTON to AND Qe'TRVs transmit signals to KENT'sArecording equipment located elsewhere of tht total amount of water delivered as shown by RENTON's meters, all at KENT's expense. (4) Meter__Char, A monthly meter charae of w - ords um hers! do gars for the KENT I inch meter shall be Paid by (5) Provision fot Emer any reason, RENTON Surchazve, lr, the event, that is unaablbl e to su for it source, pply its customers from may be necessary for REN to i TON its own s urchar a mpose an emergency re g in ordebe r Pay for emergE,icy expenditures that void, requiredMaintain a ufficient water supply. The charge to KENT for such water purchas eo �by RENTON shall be negotiated in the event that RENTON must pay more than feet for such w ate:, cents per cubic (61 Prrority L----- _nd Continuit -�---__.Y_of Ser_, vice, ns )eneral emergency; or ter L In the event of a the del ' re'luiring res - Of tri 1�► R6}¢,o.F • water, Qn-T�O..� 1N��� ^J` _"0to d �tions on b [e'Qu�c.E To IG T. RENTON may temporarily interrupt or reduce dellveries Of water to KENT if RENTON determines that such interru reduction is necessary or reasonable Ption or e in case of system emergencies or in order to install equipment and make repairs, replacements, invest ig at ions and inspections of, or per fc rm other maintenance work on RENTON's water system or those parts of the system supplying KEN.. Lxcept in cases of emergency a,,d in order that KENT' s operations will not be unreasonab', interfered with, RENTON shall give KENT reasonable notice of any such interruption or reduction, the reason therefore, and t- probable duration tUrereof. (7) Payment . RM,,G -nail read the meter once each month at approximately thirty (30) day intervals. Payment shall be made by KENT as soon as possible after receipt of statempnt from RENTON, and in any event, not l.ter than the tenth ( 10th) of t'� saeiwalmonth followin.1 the presentation of the bill. In the event the meter shall fail to register, or obviously register incorrectly, the amount of water delivered through said meter shall be estimated on the basis of the meter readings for the same month, or months during the preceding year, when said meter was properly functioning. (8) Penalties for Late Paxmert. RENTON may assess a late charge on KENT for failure to comply with the provisions in Section (7) . This charge shall be twelve percent ( 12%) per year, the maximum &.mount permissible by law (Chapter 19.- ' RCW) . In the event that KENT should fail -.o make any payment to RENTON for a period of _ after the same becomes due, RENTON shall have the right to terminate further water services until such delinquency is cited. e (9) Frocedure for Amending the Contract. Either party can request the other to consider an amendment of the contract. Amzndments may be made if they are mutually acceptable to RENTON and KENT. ' (10) Access to Facilities and Records. Each party shall be entitled to inspect the facilities of the other at any reasonable time. Both parties agree to make mutually available such i..for- mation or records as are at their disposal and as may be reasonably necessary to properly implement a^v section of this contract. (11 ) Non-Assignabi),ty. Neither this contract nor any interest therein shall be transferred or assigned by KENT without prior written consent of RENTON. ( 12) Water Quality. The quality of water delivered under this AGREEMENT shall be subject to applicable provisions of State and Federal law and rules and regulations of the appropriate State agency governing water quality, and subject also to applicable provisions of RENTON ordinances relating thereto and not incon- sistant herewith. RENTON agrees to deliver water which shall be equal tc or better than that required by water quality standaLds established by any agency having jurisdiction thereof. (13) Quantity of Water. RENTON shall supply a quantity of water 9,.JNo 0*0 to KENT not to exceed three-million Fi+ee9r669} gallons per day. The rate of Oili -ery of water from RENTON's system to KENT' s system shall not exceed four thou^and two hundred (tii99) r Ilons 1%a0 per minute. ( 14) Miscellaneous Control Devices. RENTON reserves the right to require KENT to iritall, as a condition of water service, a pressure reducing valve, backflow preventive device, pressure reliet valve, flow limiting device or similar devices at any plocation where RENTON determines a need to protect its facilit .es. K�'-'IGV 4Gc� RRICII.X.`.a �N�C 2k4 AT To tzeV. -mC 1-EO� To 6u�'8 912E T1+C �S� i V TtiC OC�a.U. Zr�, AQfi 5«.su�0 154F 4FwaCT,e1j B.t T«E SEevIGE 'TO IN WITNESS WHEREOt the parties have hereunto set their hands t ,e day and year first above written. ATTEST: CITY OF KENT By City Clerk, Kent Mayor ATTEST: By — City Clerk, Renton'_ Mayor CITY Of October 18, 19'9 Warren C. Gonnason, P.E. Public Works Director City of Renton 200 Mill Avenue South Renton WA 98OSS RE: Renton/Kent Water Supply ,Agreement Dea* Warren: Enclosed for your information is a copy of Ketuts .Agreement with Tukwila for the purchase of water. We hope this will be of some assistance in fomulating the Renton/Kent .Agreement. We would appreciate your earliest attontion to this matter. Very truly yours, Don E. Wickstrom Acting Public Works Director bds 1 cc: City Administrator u s f. A G R E E M E N T V ..:IS AGREEx;_NT entered into this .��'' day of,r' _ 1979, by and between tae CITY CF KENT, hereinafter referred to as "Kent" and the CITY OF T;:KP7I I.n, hereinafter referred to as "Tukwila". :aEREAS Municipal Corporations are given the power to contract under RCW 39.34 for cooparative services, and WHEREAS it is necessary for Tukwila and Kent to enter into this Agreement to provide a water ......._tie system, and WHEREAS it is mutually bencf:c u: to both parties to enter i:.ta t.,is Agreement to provide 9xerg<..cy water flow and water supply to meet Kent's needs during periods of peak demand and for emergency flow and fire protection in both cities, NOW, THEREFORE, IN' COSSI DERATICS of the mutual benefits conveyed 'hereby do agree as fol:ows: 1. Both parties agree to cooperate in the construction a water flow intertie system uniting the water supplies of the City of K u:d the City of Tukwila at a point on the West Valley Highway. 2. The intertie system will be constructed by the City of Kent at the City of Kent's expense and ownership of said facility shall remain with the City of Vent. The City of Kent hereby agrees to operate and maintain said facility. 3. Both parties agree t:.at the intertie system will not be operated except daring periods when either party desires to obtain water from the other party. Wanever either party wishes to operate time _ntertie, ten days not:ca shall be given to the other party, except that in t'cz case c= an ecargent} , such notice shall not be required. Whenever operated, tie operating party agrees to notify t::e other party's F:re Department and Water Department inmediately. 4. 'sot:. parties agree t::at t-ie rate to be charged for water used under tn:.s Agreement will lie at the rats of $0. 33 per 100 cubic _eel, of water used. Billing for said charge shall be made in the normal course of business and ;..aid by the other party promptly upon receipt of the invoice. Fall-re tc pa; for water utilized under tn..s r._ .or use for other than emergency purposes, unless other- .._s.. _ cpon, stall be amends :or te:ruaation of this Agreement. _. ;party may canzL_ t..-s :creement for material breach .__tten notice dervad upon _he other party at :east _we.my ;iOS days prior to the proposed termination date. :` the parts removes ..7:e breach and parforms under terms of this ,reement before the ter ni nation dame, t::e Agreement a".all recta..^. in rail force and effect. However, if the breach is not removed and ccn.t:.:pas, then the Agreement shall be :.,..._ and void in ail respects excect '_or the obligation, to waive payments as defined for water used prior to tie termination date. CITY G{cti��,i"�'CW///ILA CITY OF xE.\'T Mayor ` mayor Attest] Attest: B,.'. :ert %ty •.??r3vec as to Aprrcved as �to Form: :ity Atto:r.ey -o. ::It, torney !o: zity of Tukwila ..,ty, Zen: 3. te * Dote ,. I'. .ush— N ❑ou;nl un i lliae U. IgII" lean k. %Neon Othet R, PUMA peat: a tw tomk s k ^_ SUBJECT rryrOr. r..r.N .r...a ..�[... t qqII L �K���� � ✓ —f CITY Of September -0, 1979 Mr. Warren C. Gonnason Director of Public Works City of Renton 200 Mill Avenue South Renton WA 98055 RE, Seattle-Kent Water System Intertir i; Water Purchase by the City of Kent from the City of Renton Dear Warren: This letter su mari:,s certain understanding reached during our meeting which took place in your offices on September 13, 1979 and attended by representative:: Of URS Company, our engineers for the City's water system. During the meeting two separate but related subjects were discussed. 'these wen the Interne between the City of Kent's system and the City of Seattle Bow Lake transmission main, and the purchase of water by the City of Kent from Renton for the summer of 1980 and possibly afterwards. These two topics are being taken W' under separate headings in this letter. Kent-Scattle Intertic Several alternatives for connecting Kent's vstem with Seattle's Bow Lake line wen discussed. These were East Palley Road, mind Avenue South, Longacres Parkvay, the area between the railroad tracks, and Puget Sound Electric Railway right-of- way. In term of the proximity of the above alternatives to Kent's system, the East Valley Road is the closest and may therefore require the least amount of transmission main to be installed. Under any alternative the right-of-way must be acquired. The leading alternatives, i.e., the ones located most easterly, involve rights-of-way which are the property of the City of Renton as well as privately owned rights-of-way. The City of Kent would like to initiate the securing of the necessary franchise and/or permit from the City of Renton fo- use of Renton's rights-of-way. LL�*H to R'�4K Wpalm �.. 111MMM Mc Mr. Warren C. Gonnason -2- September 20, 1979 Since this could be a 2-3 month process, please advise us of the procedural steps. The City of Kent is proceeding with a pre-do:ign report, per the Seattle intertie, which will result in a route recommendation. The proposed transmission main, will be a closed line with no service contemplated along the way. Oresently the City of Kent is negotiating with the City of Seattle to work out the details of the agreement for hooking up to the Bow Lake line. Kent-Renton Water Purchase Presently the City of Kent is unable to supply all of its water needs during the time of peak consumption. The City has therefore considered several sources, one of which is the purchase of at least 2 mgd from the City of Renton. During our meeting you indicated that the City of Renton can supply the City of Kent with 2 mgd for the sumer of next year. Although our pending emergency intertie agreement (copy attached) reflects a $0.2-1/100 cubic feet water rate, we hope that because of the volume now sought the said rate could he more favorable. To support this position, for your convenience included in the predesign report will be a cost analysis of what said rate should he. Because the City of Renton's pressure is lower than that of the City of Kent by about 44 feet a pump station must be constructed. The type, size and location of the pump station have not been determined, but they will be when the pre-design report is completed. The pump station can be designed and ready for use by the end of April, 1990 for use during the summer of 1980. 1 look forward to a continuing dialogue regarding these two projects so they may Le completed prior to the onset of the summer of 1980. The City_ of Kent appreciates your cooperation and assistance in this regard. Sincerely, G. W. Mott, P.E. Director of 4Puublic Works 14 W'__' Don E. Wickstrom bds City Engineer cc: City Administrator URS, Jess Abed Enclosures I1GRE El+ i t THIS AGREEMENT entered into this day of 1919, by and between the CITY OF RENTON, hereinafter referred to as "Renton" and the CITY OF KENT, hereinafter referred to as "Kent". WHEREAS Municipal Corporations are given the power to contract under RCW 39.34 for cooperative services, and WHEREAS it is necessary for Kent and Renton to enter into this Agreement to provide emergency water flow and water supply primarily for emergency fire protection, NOW THEREFORE, IN CONSIOERATION of the mutual benefits conveyed hereby do .,tree as follows; I. Both parties agree to cooperate in the construction of a water flow intertie system uniting the water supplies of the City of Renton and the City of Kent at a point on the S.W. 43rd Street (S. 180th Street). 2. The intertie system will be constructed by the C'ty of Renton it the City of Renton's expense and ownership of said facility shall remain with the City of Renton. The City of Renton hereby agrees to operate and maintain said facility. 3. Both par' es agree to permit the intertie system to remain ,nen at all times except in cases of emergency, and then to close the facility only as long as the emergency dictates that the closure remain. If a closure is necessary the closing party agrees to notify the other party's Fire Department and Water Department immediately upon said closure. 4. Both parties agree that the rate to be charged fur water used under this Agreement will be at the rate of E0.27, per 100 cubic feet of water used. Billing for said charge shall be made in the norral course of business and paid by the other party promptly upon receipt of the invoice. Failure to pay for water utilized under this Agreement or for use for other than emergency purposes, unless otherwise agreed upon, shall he grounds for termination 'if this Agreement. V I r • f! , 5. Either party may cancrl this Agreement for material breach of its terms by written notice served upon the other party at least twenty (20) days prior to the proposed termination date. If the breaching party removes the beach and Performs under terms of this Agreement before the t ination date, the Agreement shall remain in full force and effect. However, if the breach is not removed and continues, then the Agreement shall be null and void in all respects except for the obligation to make payments as defined for water used prior to the termination date. 11 P'C',JiarJ 7S�-,7-- CITY Of ttlflT" CITY OF,ANFYgH-- _ '0 r-'n--F---d--- By-ifayor �yor BY yY ZyVer sty Cl vr6 �-y ee-r _ Approved as to form: q� • r J q CawrencC j. Harreii, Cl ty—A-ttorney for City �off Renton / t) n fiirk, �itY�ttorvrey for City of Kent CITI OF NEW July 10, 1979 Warren C. Gonnason, P.E. Public Works Department Municipal Building Renton, Washington 98056 Dear Warren: Enclosed are three executed copies of the water intertie agreement. eliminated the fire protection service charge from the last draft. Otherwise, it is identical. Sorry it took so lone to get this processed. Please return a signed copy to us. Yours ve,y truly, G. W. Ulett, P.E. Director of Public Works ks enclosure CC: City Administrator RtiCtIMEU - I A 1 ENDING OF Tu w 87 FILE TI , ' ► � Ar ' 1'