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WTR2700749(5)
19 Metro Treatment Plant - 1985-1987 Correspond. W-749 1+ BEGINNING OF FILE FILE ilTl£ Ptr��rto, t `nnn �' ja t 198s- � 9 �� o rre PUBLIC WURKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONLY - UNTIL VALIDATED p_ �6 Owner . ; Location of Work it Address 11M- NONS`IF4, "?6An Sw. INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sewer PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water Water Latecomer Fees (Public Right-of-Way) Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp./Approval Fees w Date Issued Inspection Fees2% 5,r" • Ob Special Deposit - CIH BOND Expiration Date TOTAL FEE 0. 0 0 Description of WOrk and Number of Feet UJA�ERrtA)u 'f)f - IN A N0%%TEQ 'QORn foa t hu '{QbKttgg 1?tAr►'f" Contractor Business a i ViN55AR7 AN'( ),C>ti� ��n�`>T License d/?' A3dreasQ as - Rond i�a ANIC S[ tn►t �A � a 0A F�kF. Telephog�e IT IS UNDERSTOOD THAT THE CITY uF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR '_NJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR iNSPECTION. Call between 8 AM and 9 AM for APPLICANT _ - inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. / CALL 235-2620 for street signs CALL BEFORE YOU DIG By �a,�� � �Je,4. and lighting. 48-HOUR LOCATORS I-800-424-5555 PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONLY - UNTIL VALIDATED PERMIT NUMBER Owner M Location of Work Address IZOO' NoKs—% L- 'I CM3 Sld)• INSPECTIONS FEES CONSTRUCTION Side sewer Storm Sewer _ PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water Eater Latecomer Fees (Public Right-of-Way) Wator Insp./Approval Fees Sp. Utility Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp./Approval fees ,a Dace Issued Inspection Fees7Gj6 WD - C p Special Deposit - CASH BOND _ Expiration Date TOTAL FEE Description of Work and Number of Feet km)�,4 TIE- 14 Al- H p1,S^{ {d_hO fa 11C^IRO �(R�1(f►��YS �1 l/1N � Contractor MA55ART A>STN�>J f ain License f nsse ` Licee Address 4 � Bond l U _ SO- S l=MT1 f_ ill h . 0 09 Fi L*, _ Tole 3 �0 IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALT. BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY' ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR- LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for APPLICANT inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU UIG BY tz' and lighting. 48-HOUR LOCATORS 1-800 424-5555 CITY OF RENTON !0 h n Public Works Department Engineering Division Fee Receipt I 30/ 19 Received of q A55W Awllimj� ZoNST- 000/322.10,00.15 Sanitary Sewer/Storm Water Permits 000/322.40.00.00 Right-of-Way Construction 000 343.20.00.00 Right-of-Way Inspection Fees 40 343 Water Inspection/Approval'FMe 421/388.10.00.10 Special Utility Connection Fee, Water 421/399.10.00.12 Water Latecomer Fee 421/388.10.00.30 Special Assessment District, Water 401/343.90.00.02 Sewer Inspection/Approval Fees A21/388.10.00.20 Special Utility Connection Fee, Sewer 421/388.10.00.22 Sewer Latecomer Fee 421/388.10,00.31 Specia! Assessment District, Sewer 604/237.00.00.00 Special Deposit, Private Latecomer 604/237.00.00.00 Special Deposit, Cash Bond TOTAL �t O. 0 0 - Cuh Check * 3�$� ENGINEERING OFFICIAL 19.2 [;jM=ny 12W 13 81 82207TH AVF SOUTH . SEATTLE.WA 98108 1� 1 CONTRACTOR REG.NO.MA-S&AC"122LF 119 89 12061 762.0780 y ONE HUNDRED TEN AND 00/100--------------- '---'-'------=-=----M1.LARS S 110,00 rCITY OF RENTON THE ON"$ UTILITY ENGTNEERINQ rK flALLARD BRANCH 1tElEN�TBUgj v0aox7oaoa MA,qE.WA 94107 1: 1 2 50000 20: 6 14t. a iovo O1/19/88 13:49 FAI 208 455 3859 BUSH.COTTON, k TH 11002 Bond No, SBP 12038398 PMNIT BOND KNOW ALL HEN BY THESE PRESENTSI That we ANTADN_' CONSTRUCTION COMPANY, INC. of SEATTLE, WA as Principal, and It£F7 IANA LUMBERMENS MUTUAL A Washington corporation, at Surety, are pheld Qand Iftire yN bound CE p unto the CITY OF RENTON, ONE TIIOJSAlOaDOLLARSIAND E0 h$05�ta a*aj jOjhp%;pj%, ,,lry,the Penal out of lawful many Of the U61ted States of Amor1ca, for the payment of which, will and truly to be made, we firmly bind ourselves, end each of our halts, executors, administrators, and assigns, jointly and sa%,arally by these presepte. $Ogled with Our seals and dated this 2'th day of January, 1989. THE CONDITION OF THE FORECOINO OBLIGATION IS SUCH, that, WHEREAS, the above .emad Principal has applied far a permit, pursuant to the provisions of Ordinance No. 3207, to do certain work an a Clty of Renton toldway, f, 5"1"' alley, avenue, or other public place, during a period ending } �- ;;'. •.. JANUARY 20, 1990 NOW THEREFORE, if the above named Prl�:cipel shill lndoahify end save harmless the City of Renton, from all claims, action& or damages of every kind and description which may accrue as a result Of opening andloz working upon any roadway, street, alley, avenue, or other public place, by him or those in his employ, in installing or making connections with any public Or private saver or water system, or any other purpose Or object whota"T, and that he will tepleca Ond restore such roadway, street, avenue, alley ar Other public plIte to as good a state or condition as at the time cf the commencement t%f said work, and maintain the some in good order to the decided satlsfbOtion of the Clty Of Renton Engineer, and that Ile will cooply with all the provisions Of his or their franchise or permit, and all Tesclutions Or Instruments relating thereto, than this obligation to be void; otherwise to remain In full roroa and affect. , The liability under this bond is for a period of one year from JANUARY 20, 198c) to JANUARY 20, 1gg0 and may be extended by the tursty Issuing a Continuation Corti Cate. ANTHONY CONSTRUCTION COMPANY, INC. By 1�'zP e INDIANA LUMBERMENS MUTU�(A� SURANCE COMPANY CARY A. RAND ATTORNEY-IN-FAO Indiana Lumbermens POWER OF ATTORNEY PRINCIPAL, ANTHONY CONSTRUCTION CORPANY, INC. EFFECTIVE DATE __01-20-89 8220 7th AVE S. _ SEATTLE, M 98108 (STREET ADDRE S) (CITY) (STATE) (7 ' 00 DE) CONTRACT AMOUNT AMOUNT OF BOND$ *1,000.00* POWER N, _BP 120 38398 KNOW ALL MEN BY THESE PRESENTS that the Indiana Lumbermens Mutual Insurance Company,a Corporation duly organized and existing under the laws of the State of Ir ulna, with its principal office in the City of Indianapolis. Indiana,does hereby make, constitute nd appoint _ CARV A RAN^ _State of r•+ncu rbrmro-_ as 4s true and lawful Altorney(s)-in-Fact, with full power and authority hereby conferred to siggn,execute.aamowled4e and del4er any and all Bonds and undertakings, recognizances, contracts of indemnity, and other writings obligatory in the nature thereof for antl on its behalf as follows: The obligation of the Company shall not exceed four million ($4,000,000.001 dollars. And to bind the Corporation thereby as fully and to the same extent as if such Bonds and undertakings, recogmzances, contract of indemnity, and other writings obligatory in the nature thereof v 3re signed b the President, sealed and duly attested by the Secretary of the Corporation, hereby rat.lyin and confirming all that the said Atlorney�sl-in-Fact may dr ,n the premises. This Power of Attorney is executed and may be revoked pursuant to and by authority granted by Article IV, Section 2-A (1) and (2) of the By-Laws of the Indiana Lumberman Mutual Insurance Company, which reads as fofows: (1) The President or any Vice President shall have the power and authority, by and with the concurrence with the Secretary of the Corporation, to appoint Attorneys m-Fact for purposes only of executing and attesting to Bonds and undertakings, recognizances, contracts of indemnity, and other writinggs obligatory in the nature thereof, and at any time to remove any such Attorney-in-Fact and to revoke the power and authority given to him. 12) Attorneys-in-Fact when so appointed shad have power and authority, subject to the terms and limitations of the Powers of Attorney issued to them, to execute and deliver on behalf of the Corporation any and all Bonds and undertakinggs, recognizances, contracts of indemnity, and other writings obligatory in the nature thereof, and such instrument executed by any such Attorney-in-Fact shall be as binding upon the Corporation as it signed by an Executive Officer and sealed and attested by the Secretary. IN WIT'jESS WHEREOF, the Indiana Lumbermen Mutua: Insurance Company has caused these presents to be signed by its Vice President,attested by its Secretary and its Corporate Seal to``.•a hereto affixed this FIRST day of _ JUNE 19 8e ATTEST: Indiana Lumberman tu'I Insurance Company By—_ W - By—._. / vice President STATE OF INDIANA SS: COUNTY OF MARION On this FIRST _-----day of " JUNE 19. ,before me personally came the indi dual who execued thet preceding instrument, to me it own, who being by me duly sworn, acknowledged the execution of the above instrument and did depose and say; that he is the therein described and authorized officer of the Indiana Lumbermens Mutual Insurance Company;that he knows the seal of said Corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Corporation; and that he signed ins name thereto by lake order. *b C«nnwann F.xpkaa •",. ♦ NMary Public STATE OO INDIANA ( SS: zNji;aN' COUNT F MARION { I, the-undersigned,;q_ecretary of the Indiana Lumbermens Mutual Insurance Company, do hereby conity that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Indiana Lur-oermens Mutual Insurance Company, which is still in force and effect. This Certificatemay be signed and sealed by facsimile under and by the authority of the following resolution of Ih .90ard of Directors of Indiana Lumbermens Mutual Insurance Company at a meeting duly coed and held on the 12th day of June 1973 �_ "RESOLVED: That the use of printed facsimile of the Corporate Seal of the Compan and of the signature ,I the Secretary on any certification of the correctness of a copy of an instrument executed by the President or a Vice President pursuant to Article IV, Section 2-A (1) and (21 of the By-Laws appointing and authorizing Attorney-in-Fact to sign in the name and on behalf of the Company Bonds and unddertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof with like effect as if such seal and such signature had been manually affixed and made, hereby is authorized and approved.' In witress wheJWWh�ve hereunto set my handnnd affixed the seal of said Corporation,this 20 th day of _19— (SEAL) Secretary CONSTRUCTION PERMIT INFORMATION FORM CITY OF RENTON UTILITY ENGINEERING 235-2631 THE FOLLOWING INFORMATION MUS'; PE SUPPLIED BEFORE A CONSTRUCTION PERMIT CAN BF ISSUED. PROJECT NAME: MONSTER ROAD TIE-IN PROJECT NO: W.O.# kddress of Site: 1200 Monster Rd. S.W. (METRO - Renton Facility) *Legal Description: CONTRACTOR: MASSART/ANTHONY CONSTRUCTION, INC. Name — 8220 - 7th Ave. S. , SEATTLE, WA 98108 762-3780 Ad Tress hone No. 9652 (City usiness License'No. on a, Nc. OWNER OF PROPERTY: Name: MUNICIPALITY OF METROPOLITAN SEATTLE Address: 1200 Monster Pd. S.W. City. RENTON, WA 98055 Phone No: NOTE: -construction eeti the issua_nce of onst to uct! ey oIna etinq a r on Permit. ow o ma ors Construction Costs: (2% Inspection Fees) Water: $5, 500.00 Sanitary Sewer: Storm Sewer: Street Improvements: (Includes curb, gutter, sidewalk, driveway and paving) hat portion of t e above improvement casts fa 1 within R/W? (for bonding purposes, if applicable) $5, 500.00 * If more room is required, continLe on back of form. 1J.C.05. (A. )MAB:mf 09/09/87 :His SoAc. WEND Ipa 11co,ala'a vs, Y.e,lsof Ni!logii l tlr Ylilrver 9mWe w"HIN°TOM TITxa plw/alaN I frr Record at Requa of Fee 0 I.' '16 U FILM r'RR RECORD AT Rill C OtIItF IT 571E Ptt1r Cl� 86 rj2/2V k0(314 E WTON MUNICIPAL PLUG, ECD F 5,o_i IEYIOM,WA rfl A li:.HSL N i:a:w:5.OO ss r. v Q, BILL OF SALE Pa.. L CVQ LNOW ALL MEN BY THESE PRESENTS: That The Muntcip of Metropolitan Seattle a municipal Corporation elit l O Couety of K Y n g of for and in consideration of the sum of . State of WasMngton, the pan y of the first pan. one and no/100 ____ __ _ _ _ _ __ __ Lawful money of the United States of America, to i t Dollars inbandpaid.by the City of Renton the Part Y of the second pan, the receipt whereof is hereby acknowledged, do e a by these presents grant. bargain, al aid deliver unto the said party of the second pan, the following described personal property Dow located at 1200 Monster Road in the City Of Renton , Couoty of K i n g end State of Wrtsbingtun, lo-wit: W7A9A Approximately 1505 l . f , of 1211 Ductile iron pipe ; one fire hydrant assembly ; 12 gate valves and all apPurtencnccs pertaining to said water main , expressly warranting said rater main against any expenses , costs , or liana hereto incurred thereon by, through or udder seller herein , TO I:AVE AND TO HOLD the same to the said part y of the secood �_:t, i t a heirs, executors. administrators and assigns forever. And said party. of the first part, for i t e executors, administnton, revenant a tad heirs, executors, ► nd dminlstrators a assf wee a to and with the said part y of the second part, i t e gns, th at said pa-iy cf the fint part 1 a It h e owner of the said PrrPenY, goods and rbatteLa Lad h i s good hgt and full authority to al the same, rod that r t will warrant and defend the sale bereby trade Ito's the said part y of the wood pan, i t s executors, administrators and assigns, agalmt all Lod every person or claim the sane, Persons, whx`soever, Lawfully claiming or to IN WITNESS WHEREOF, The said party of the Zrt has berruato set i t a cod seal this day of hand For the Municipality of Metropolitan Seattle; an xecu Iva re for STATE OF WASHINGTON °^^ e a eon - er of the � n ou c 11 ) al. Ctil 0f KING ) On this = day ofb-ti„ �_., , 1986, before ma oersonsll y appeared Alan J. Gibbs and Bowl* Mattson, to me known t be the Executive Director and Clark of the Council, re. e;acttvely, of the Municipality of Metropolitan Seattle, a municipal corporation, and acknow- ledged the within and foregoing instrument to be the free and voluntary act end deed of said corporation, for the uses end purposes therein mentioned, and on oath stated that they were autfwrlxed to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WIItESS HEREOF I have hereunto ast my hand and affixed my official seal the day and year final above written. otary Public In and for jqa S�nte of ashington, residing at �..A,Je , %�11af Kl tittaii ntk itsuutt . '"'t vau numo roan r<corou wu.,noro.,r,rt.a nvu,o"" a:;:: .' . _ a•1� .1.J for Record at Request of HIS FOR nRECORD AT R-ili+n i FED :O 11 : '86 U El -1 i t DiFIi F n[T{IF pfiY Ply Itt�.i,r:" . WIN MUKUPALBt0. ''' 't ' �I`" 02�'20 A0814 E ECG F 5.00 F+�115L ":%:a14:5.00 55 Ic BILL OF SALE 'a" a "x NL F�l:OW ALL MEN BY nESE PRESENTS' That The Hunie ipalIt of" Metropali tag Sgattds g dunlcipal Corporation CD County of K Y n 9 of for and in consideration of the sum of , State of Washi°gton, the party of the Ent part, Ono and no/loo money of the United States of Ameriu, to It ----Dollars LL, inhandpsid,by the City of Renton bA- part Y of the snood part, tic receipt wDcrrof is hereby actnos'rdgtd, do e a by these Presents grant, ba,ged t 12 0 M- unto the said part), of the second part, tot .allowing described prtsonal property now located at 3I00 Monster Rood is the City of Renton , County or K 1119 a°d State of Waslsintton, to-wit: W749A ApproxJm: tely 1505 l . r, of 12 " Ductile Iron pipe ; one fire hYdiant assembly ; 12 gate valves and all aPJurlenct.cca pertaining to -aid water main , exPreeelY warranting said water tharao enaI any expenses , costa , or ! tons hereto incurred b .Y, through or unoer seller herein . TO HAVE AND TO HOLD the eArne to the said part y of the second ;_rt, 1 t a administrators and auig°s forever. And said pany. of the 6ru part, Tor 1 is bein, executors, executors, adotlolstrator, eoven.nt n and agree a to and with the said part heir, executors, administrators and asslF:i, that said Ise Y of the second parl, i t a PrOPrrtY, goods and chattels and lu s P'n y of the first Part i a t h e owner of the amid will warrant and defend the sale hefebY made unto thght e said full authority to sell the same, and that i t executors, administrators and asaigns, agalnrl aD and everyP Y cr lbe wbood part, i t a claim the game, person or persons, wDoetsotvcr, lawfully claiming or to IN WI7NESS WHEREOF, The said part y o) the �e��l�l'.til. grad seal tei. .4ari hsa hereunto set i t a hand day of Il - For the Municipality of (/iG/G/rig Metropolitan Saattlet x on xOr" eve rslatota' iti tom. STATC Or WASHINGTON ) onn a a son _ or ��•) of the ouncil COUNTY OF KING ) On this 7(-day of G,�ry�ti 1906, before me personally appeared Alm J, Gibbs and Bonnie Mattson, to me (mown t be the Executive Director end Clemk of the Council, cc, ePatively, of the Iknlclpality of Metropolitan Seattle, a municipal co"Catlone and acknow�lodged the within and foregoing instrument to be the free and voluntary act and dead of oaid corporation, for the uses and prrpoees therein mentioned, and on oath stated that they were authorized to otecute n!tl instrument and the;. tho goal affixed. da the corporate anal of said corporation. IN WITNESS 61CREOF T have horeunto act my hand and affixed my official goal the day and year first above written, � T„ �=IrY.Publicin and for aSWe ofuhinton, reeldlny at , ' PHONE CALL Pon "� ATE TIME ' tId sa M M a P+ OF_ _ ,� 6"01440 PHONE rOt.Fl Jli n cone _ >• I MESSAGE _ PLEXACALL WILL CALL ArAW /� ,j�.C�IC-�/i '�`^""'-c��.[-+L L•..lA TO SITYOU WANTS 1 TO SZE YOU SIGNED T, Hb' tl aJCe TT THIS vaCl KUr4O 10e 11COrme3 V 7;1a1H )(104131 M kumer Gun \L ; waa.'r Ne TOM TIVLS CrVre1ON I:J for Record at Request of FLU ,0 I.' tab FILED FOR RECORD AT T 1,glrev to .rim f1m E:6. 02/20 . 410814 E KNTON WNIWAI WEB. ECD F 5.00 ----20 Im" - — RSH51_ W**45.00 MA 11 WA — 55 BILL OF SALE man v O TNOW ALL MEN BY THESE &1XLSEN'I'S: That The Municipslity of Metropolitan Seattle (�I a Municipal CorporatiGn of NO Couoly of K 5 n g , State of Washington, the part y of the first pan, �D for and in consideration of the sum of One and no/100-- --.__-Dollars Lawful money of the Uni:rd States of America, to 1 t in hand paid,by the City of Renton the part y at the second part, the receipt wbereof is hereby acknowledged, do as by these presents grant, bargain, sell and deliver unto the said party of the second part, the following described S<r ooal property now touted at 1200 Munster Road in the Cily of Renton , County of K s n 9 and State of Washingtor, to-wit: W709A Approximately 1505 l . f . of l2" Ductile Iron pipe ; one fire hydrant aseemblyl 12 gate valves and all oppurtonrr,ccs pertaining to said water main , expreaely warranting said voter mein against any expenses , costs , or liens hereto Incurred thereon by, through or under seller heroin . TO RAVE AND TO HOLD the same to the sold part y of the second ;_:t, I t 8 heirs, executors, administrators and assigns forever. And said party. of the first part, for i t a heirs, executors, admiofatntors, covenant a and agree a to and with the said part y of the second part, I t a executors, administrators ar:d assigns, that mid part y of the first part 1 e t h e. owner of th; said property, goods and chattels and be a good right and full authority to sell the same, and that i t will warrant and defend the sale hereby trade unto the said part y of the second pan, i t s executors, admiolstrators and assigns, against all and every person or penoos, wbomsoever, {awfully claming or to claim the name, IN WITNESS WHEREOF, The said pan y of the fir rt boo betructo set I t a band �11 sad seal this day of For the Municipality of Metropolitan 5 a a t tIar a J + s - xecu va ros t rwta! 4..-�. Nubs i+`- (eswL Donnie • non - er o the �Ourloil STATE Or WASHINGTON ) ) N. COUNTY OF KING ) On this Z¢day of . ✓� , 19860 before ne personally appeared Alan J. Gibbs sr d Bonnie Mattson, to mo known t�Exesrrtivo Director and Clark of the Council, re- spectively, of the Municipality of Metropolitan Seettls, ■ municipal corporation, and acknon. lodged the within and foregoing instrument to be the free and voluntary nc: and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument and that the sasl offixed. is the corporate soot of .aid corporation. IN WITNESS "REOF I have hereunto set my hand and affixed my official seal the day and year first above written. ` o otary Public In and for a S,�ta of ahington, residing atwl.r^ti.. CIO: CITY OF r'-.4 FRIP HETRO UTILITIES DIVISION 821 Second Av.xnue 200 MILL AVE. SO. RENTON WA 98055 Seattle, WA 98104 DATE: July 16, 1985 ATTENTION: ARLENE HAIGHT COST DATA AND INVENTORY SUBJECT: S.W. 7th Street CITY PROJECT NUMBERS: W- 74911___ Storm Drain/Water Hain/Street Improvements S- NAME OF PROJECT - Dear Ms. Haight: �ppp Per your request, the following information is furnished concerning costs for improvements installed for the above referenced project . WATER SYSTEM: Length Size Type 1505 L.F. OF 12 CL52 WATERMAIN L.F. OF WATERMAIN L.F. OF " WATERMAIN _ L.F. OF " WATERMAIN EACH OF 6 FIRE HYDRANT ASSEMBLIES 11— EACH OF 12 GATE VALVES With vault —� EACH OF GATE VALVES EACH OF _ GATE VALVES Other: 1 ea. 12" tee 2 ea. 12" crosses 1 ea. 12" 900 e1bowi 3 ea. 12" 450 elbow; 2 ea. 2 elbow; " el oW TOTAL COST FOR WATER SYSTEM $ 91,25'.00 SANITARY SEWER SYSTEM: ��'a . ro��� Length Size Type p21 _ L.F. OF " SEWER MAIN O L.F. OF " SFWZR MAIN L.F. OF _ _" SEWER MAIN EACH OF D11'diETER MANHOLES Other: TOTAL COST FOR SANITARY SEWER SYSTEM $ STORM DRAINAGE SYSTEM: Length 110 L,r, OF 12 " RCP STORM LINE �85 L.F. OF _17—" - Rom- STORM LINE P91 L.F. OF 18" RCP_ STORM LINE �t L.F. OF 30 " RCP STORM LINE Other: 16 L.F. of 36" RCP Stonnline; 1 ea. 72" diem. manhole w/cover; 4 as. 54" dism. manholes w/covers TOTAL COST FOR STORM DRAINAGE SYSTEM $ 36,742,00 STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk) Iran Station 38.05.25 to Station 46 a 65.93 TOTA.T. COST FOR STREET IMPROVEMENTS $ a9,546.D0 ILLUMINATION: TOTAL COST FOR ILLUMINATION $ Very truly yours, s � (SI URE :��:METRO „ Municipality of LETTER JF TRANSMITTAL pa ty Metropolitan Seattle Exchange Bldg,+ 821 Secom Ave., DATE IILE CONTRACT NO. Seattle,Washington 98104 r,L 7 TO ATTENTION Of REGARDING 7 74 �T� GJ 5'Poss WE ARE SENDING YOU THE FOLLOWING ATTACHED ❑ UNDER SEPA.iATE COVER COPIES DATE DRWG.NO. DESCRIPTION (, f� E �. a4, I - o - pkol. f• Sr THESE ARE TRANSMITTED: FOR APPROVAL ❑ FOR . .'JR USE AND INFORMATION ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT ❑ OTHER:` REMARKS .�_._��.✓'. -tlic.o.J CA LL��p Q C.jc�67'L J SIGNAT E �, TI E/ t OIVI ON l 'L 02 )Rev. 12/78) .v- 71� am CITY OF RENTON PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering November 9, 1987 METRO 821 Second Avenue Exchange Building Seattle, Washington 98104 Attention: Jiin Murray SUBJECT: MfTRO STP - North Side City Watermain Dear Mr. Murray: Thank you for your submittal for our review which you dropped off last week. I am returning this to you with our comments: 1. Drafting - City call-outs on pipe and fittings not to Standards. 2. Valves - sizes, end couplings, locations, call-out are not to Standards. 3. Pipeline on slope should have shelf 12' wide provided. Also, make bank no steeper than 2:1. 4. Locate tee and valve on sheet G-9 for future stub to north. 5. Old Watermain pipe on sheet G-120 is not approved to be used without modification. Thank you for your assisLance. Very truly yours, / Y Robert Etrom, P.E. Engineering Supervisor 1D.7.10.REB:mf Enclosure i 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 '7 CITY OF RENTON "� PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering November 9, 1987 METRO 821 Second Avenue Exchange Building Seattle, Washington 98104 Attention: Jim Murray SUBJECT: METRO STP - North Side City Watermain Dear Mr. Murray: Thank you for your submittal for our review which you dropped off last week. I am returning this to you with our comments: 1. Drafting - City call-outs on pipe and fittings not to Standards. 2. Valves - sizes, end couplings, locations, call-out are not to Standards. 3. Pipeline on slope should have shelf 12' wide provided. Also, make bank no steeper than 2:1 . 4. Locate tee and valve on sheet G-9 for future stub to north. 5. Old watermain pipe on sheet G-120 is not approved to be used without modification. Thank you for your assistance. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor 1D.7.10.REB:mf Enclosure 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 MNM "*ii MF.TRt] Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 May 5, 1987 i Mr. Robert E. Bergstrom, Y .E. Engineering Supervisor Public Works Department City of Renton 200 Mill Avenue S. Renton, Washington 98055 Dear Mr. Bergstrom: I am in receipt of your letter dated "lay 1, 1987 in regard to our proposed sludge silviculture demonstration project at the Renton Treatment Plant. As I indicated to you on the phone the other day, Bill Burwell of our staff is the appropriate person to coordinate this issue, so I have forwarded the letter to him. I understand he is in the process of setting up a meeting with you, Moe Batra of DSHS and Renton Treatment Plant staff to discuss the placement of water lines at the plant. Sincerely, otl- Peter S. Machno Sludge Program Manager PSM:plg cc: Bill Burwell RE'J"'VEU MAY 12 1987 ENGINEERING OEFT. cffY OF RENTON w-7q? !� CITY OF RENTON _ ■ ` �. PUBLIC WORKS DEPARTMENT Barbara Y. Shin h Mayor Poe Y Design/Utility Engineering May 1, 1987 METRO Exchange Building 821 Second Avenue Seattle, Washington 98104 Attention: Pete Machno, MS/81 SUBJECT: RENTON TREATMENT PLANT SILVICULTURE DEMO. AREA - SLUDGE DISPOSAL Dear Mr. Machno: Our Department of Public works has asked the Department of Social and Health Services to review Metro's proposal to dispose sludge at the Renton Sewer Treatment Plan, adjacent to City and Metro watermains. DSHS's Moe Batre, the Regional Engineer for our King County area, has prepared a response which I have attached. I would like your review and comments as to how you would like to address these comments. Renton is concerned about the 12" watermain that lies along the north perimeter of the plant site, which we will own and operate. The DSHS rules apply to this watermain. Please review and comment. I am awaiting your response. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor 10.5.J5.REB:sf Attachments 200 Mill Avenue South • Renton, Washington 98055 - (206) 235-2631 -• H w fF 's A N SkNNMXH F a kopldry �STATE Gc WASWCTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES 217 Pme S7ee'. Rafe 221, 817-12 • Neat* Washmgt(n VW 11)1-f Sda April 20, 1987 I RECi::y�G A P R 2 1 198T City of Renton Cry 0f '"ON Water Department 3555 NE 2nd St Renton, Washington 98056 Attention: Ron Olson Subject: Renton Treatment Plant Silviculture Demonstration Area Dear Mr. Olson: 1 have given considerable thought to the proposed Silviculture demonstration at the northwest area of the Renton Treatment Plant. The following are my recommendations: 1. The demonstration area must not be located directly above water supply lines. The growth of Douglas Fir and healthy cottonwood trees will involve elaborate root systems. The movement of heavy metals and bacterial contaminants within the root system is presently unknown. Also, the repair/replacement of pipeline surrounded by heavy roots will not be easy to maintain. 2. The minimum distance of the treated sludge from the edge of the pipeline shall be no less than 20 feet provided that; a. The surface runoff does not travel from the demonstration area to the pipeline. b. The groundwater below the demonstration area does not travel towards the tren-,h where the potable water line is located. c. If there is concern regarding any surface/groundwater contaminates movement towards the pipeline, then that section of main should be double jacketed for added protection. 3 City of Renton Re: Silviculture Demonstration Area April 20, 1987 Page 2 i 3. The city has authority to be more stringent, if they have additional concerns. Sincerely, A OL Moe R. Batra, P.E. Regional Engineer NW Drinking Water Operations MRB:cb cc: Seattle-King County Health Department Wally Swafford �4"] .AEMORANDUM TO From Subject Slj& 3vIs 4 Psos 57P 7" cs ( /Y i S 6�-c� Bv s4 -d 65 y-lJ 6¢-io Ql.t— 04 � art O-S ctr'e- 17 w�} �nJ� /ng/dl Ste- tie C! S ! Z" LA.J�A(.w ;s 4 w.r 1� + i la S)a J�L Alae, - tc N A�1 c .a.l Cv M+(� T+��v aw ,1Noy e s - M�trdc� G�4 —I I 7Z -N"&METRO Municipality of Metropolitan Seattle ' Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 d[� a WAC 197-11-970 DETERMINATION OF NONSIGNICANCE (DNS) Description of proposal: Metro proposes to develop a Silviculture demonstration at the northwest area of the Renton Treatment Plant by planting Douglas-Fir and hybrid poplars on sludge applied beds of approximately 43, 000 and 140, 000 square feet respectively. Proponent: Municipality of Metropolitan Seattle (Metro) Location of proposal, including street address, if any: The project is generally located in the Renton Treatment plant and specifically at the northwest quarter cf the treatment plant off Monster Road. Lead agency: The Municipality of Metropolitan Seattle (Metro) The lead agency for this propo�, l has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 . 21C. 030(2) (c) . This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. ti This DNS is issued under 197-11-340(2) ; the lead agency will not act on this propsoal for 15 days from the date below. Comments must be submitted bye, 12, 1987 Responsible official: Gregory M. Bush Position/title: N.anager/Environmental Planning Division Telephone Number: (206) 684-1164 Address: 621 Second Avenue, Seattle, Washington 98104 Date JZ121186Signature �=�I.o . -.►'.mF.-rRo Municipality of Metropolitan Seattle Exchange Building • 821 Srcund Ave. • Seattle, WA 98104-15Q8 ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Renton Treatment Plant Silviculture Demonstration 2. Name of applicant: Metro 3. Address and phone number of applicant and contact person: Lawrene,: Adeyemi Metro 821 Second Avenue, MS 92 Seattle, WA 98104-1598 (206) 684-1758 4. Date checklist prepared: December 19, 1986 t 5. Agency requesting -,heeklist: Metro 6. Proposed timing or schedule (including phasing, if applicable): Project construction and related improvements will be phased. The first phase is scheduled to begin in January or February 1987 and the final phase completed in 1988 or 1989. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that hL, been prepared, or will be prepared, directly related to this proposal. In 1981, an Environmental Impact Statement (EIS) on the Wastewater Management Plan for the Lake Washington/Green River Basins (EPA 198I) was prepared. In that EIS, reference was made to landscaping at the Renton Treatment plant (RTP) using composted Metro sludge. The EIS also addresses site specific impacts and mitigation measures. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? if yes, explain. No. 10. List any government approvals or permits that will he needed for your proposal, if known. Seattle-King County Department of 1tes1th permit Land Utilization permit Washington Department of Ecology's concurrence with Health Department's permit, City of Renton Building permit. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to Include additional specific information on project description.) Metro proposes to develop a silviculture demonstration at the Renton Treatment plant. The proposed action would illustrate the effeOn of sludge ferti?i;er on tree growth. Plantings of Douglas-fir and hybrid poplars would show the differences In the growth rates between trees fertilized with sludge and those grown without sludtfe. Approximate total areas for Douglas-fir and hybrid poplar plantings are 43,( ) and 140,000 square feet respectively. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, If any, and section, townships, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project is generally located in the Renton Treatment plant. The project site is specially located at the Northwest quarter of Section 24, Township 23 North, Range 4, East, W.M., in King County, Washington. (See attached maps.) B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Fiat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? About 1 percent for the planting areas but the slope adjacent to the sludge applied area is about 3%. C. What general types of soils are found on the site (for example, clay, sar4, gravel, peat, muck)? If you know the classification of agricultural so..s, specify them and note any prime farmland. The types of soils found on the site range from sandy-loam (classified as Puyallup Fine Sandy Loam) to sand-gravel (classified as Beausite Gravelly Sandy Loam). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate nuantities of any filling or grading proposed. Indicate source of fill. There would be importation of approximately 19,900 cubic yards (Indianola t lie sand) to be used as the planting medium for the demonstration project. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? About 17.8 percent of the project site would be covered with impervious surface such as roads and walkway. h. What measures are proposed to reduce or control erosion, or other impacts to the earth, if any? Water drainage ditches would be provided as erosion control measures and also for collecting any surface water that might leave the sludge applied beds. M These measures would also minimize any possible contamination to adjacent land. In addition, erosion control grass (hydreseed) would be planted on cut and fill slopes for erosion cont-ol. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust. automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. There would be short term odor when digested sludge Is rototilled into soil but this diminishes rapidly as the sludge dries out. Also, dust may be created during construction and planting of Douglas-fir and poplar cuttings. There would be short term emissions from petroleum/diesel powered construetion equipment. These short-term impacts are consistent with previously planned landscaping. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. C. What measures are proposed to reduce or control emissions or other impacts to air, if any? Long haul truck, that bring the sludge into the treatment plant will be covered. This minimizes odor problems along the haul route between the treatment plant and the application site. Additional measures to reduce odor after the sludge is applied would be roto-tilling the sludge into the soil at approximately two-week intervals. Tt:s would speed up the drying process and help the sludge become incorporated into the soil. 3. Water a. Surface. 1) is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, Ickes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There are no water bodies of any significance in the Immediate vicinity of .1e site except the P1 channel constructed by Corps of E-igineers in 1972 for flood control. This channel runs to the east and north of the plant, previously called the Black River. 2) Will the proiret require any work over, In, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. S) Does the proposal lie within a 100-year floodolain? if so, note location on the site plan. No. The Renton Treatment Plant site Is surro'i::led by a flood control dike and is further protected from flood w;i•ers by the P1 flood control channel (described in 3a(a) and the treatment plant :teadworks. 0) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated %olume of discharge. No. b. Ground: 1) Will ground water be withdrawn, or will water, be discharged to ground water. Give gt ieral description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged Into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans Lhe system(s) are expected to serve. None. C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The project sites will be very flat. If there is any runoff from site it will be diverted to treatment plant headworks or a sump where It will be allowed to percolate. 2) Could waste materials enter ground or surface waters? If so, generally describe. No. d. What measures are proposed to reduce or control surface, ground, and runoff Impacts, if any? Drainage systems would direct surface water runoff into the wastewater treatment facility or into a special drainage sump for treatment. /. Plants a. Check or underline types of vegetation found on the site: deciduous tree: alder, maple, aspen, other _ evergreen tree: fir, cedar, Pine. other ' shrubs grass pastur: crop or grain _ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, m(lfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? Only pines that were planted on the site through landscape design will be removed and the area graded and filled and then planted with hybrid poplars and Douglas-firs. i l i C. List threatened or endangered species known to be on or near the site. None. I d. What landscaping, use of native plants, or other measures are proposed to preserve or enhance vegetation on the site, if any? The entire project is an enhancement of the vegetation on the site by using native Douglas-firs and hybrid poplars.There would also be incidental land- scaping (ivy, shrubs) along the walkway and the perimeter of the Douglas-fir area. 5. Animals a. Underline any birds an ..nimals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, sonstbirds, other Mammals: deer, bear, elk, beaver, other Fish: bass. salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None. C. Is the site part of a migration route? If so, explain. No. d. What measures are proposed to preserve or enhance wildlife, if any? Not applicable, however, poplar project area will probably attract wildlife. 6. Energy and Natural Aesourees a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Diesel fuel to run equipment. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy Impacts, if any: None. Poplars will be harvested to provide energy biomass or fiber. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. 1) Describe special emergency services that might be required. None. ?) What measures are proposed to reduce or control environmental health hazards, if any? Generally, the quality of sludge that would be applied to the demonstra- tion project site would meet all the health permit requirements. In addition, other measures to control environmental hazards include: o Metro Sludge Haul Contingency Plan in the event of a sludge spill. o Signs will be posted around the perimeter of the area. o Runoff will be diverted into the existing wastewater treatment or drainage ditches and a sump. b. Nolse 1) What types of noise exist In the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic, construction equipment and wastewater treatment plant noise types. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. There would be short-term construction noise. 3) What measures are proposed to reduce or control noise impacts, if any? Construction noise would be limited to the period of T a.m. to 6 p.m. (i.e., day shift working hours). 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Undeveloped land within treatment plant property. b. Has the site been used for agriculture? If so, describe. No. C. Describe any structures on the site. None. d. Will any structures be demolished? If so, what? No- e. What is the current zoning classification of the site? Public zone (P-1). f. What is the current comprehensive plan designation of the site? Public/quasi-public. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. I. Approximately how many people would reside or work in the completed project? None. j. Approximately how many people would the completed project displace? None. k. What measures are proposed to avoid or reduce disp'acement impacts, if any? Not applicable. 1. What measures are proposed to ensure the proposal Is compatible with existing and projected land uses and plans, if any: The proposed action is to further enhance aesthetic quality of the adjacent Renton TreaL,.:ant plant through special landscaping. The project has been designed by the firm handling all other landscaping at the plant to ensure compatibility. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. C. What measures are proposed to reduce or control housing impacts, it any? Not applicable. lll. Aesthetics a. What is the tallest height of any proposed struc+ure(s), not including antennas; what is the principal exterior building material(s) proposed? None. b. What views in the immediate vicinity would be altered or obstructed? None. Views along Monster Road should be somewhat improved, especially at northwest corner of the plant. C. What measures are proposed to reduce or control aesthetic Impacts, if any? This entire project has been designed to provide aesthetic benefits as well as educational benefits. Other improvements proposed include: asphalt roads 12 feet wide and walkways of 6 feet wide for easy circulation in the project vicinity. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. C. What existing off-site sources of light or glare may affect your proposal? None. d. What measures are proposed to reduce or control light and glare impacts, if any? None needed. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No. C. What measures are proposed to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, If any? None would be required. 13. Historic and cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None. b. Generally describe any Iandmarks or evidence of historic, e.chaeological, scientific, or cultural importance known to be on or next to the site. None. C. What measures are proposed to reduce or control impacts, if any? None needed. 14. Transportation a. Identify public streets and higbways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Interstate 405 and SW Grady Way to the south; 72nd Avenue South and Monster Road to the west; and SW 7th Street to the northeast of the project site. There will be an access road from Monster Road through the de.nonstration project site and connecting with the plant's internal road network. b. Is site currently served by public transit? if not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? None. Parking Is available at the treatment plant administration building. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If no, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No significant impacts would result from visitors traffic to the project. g. a hat measures are proposed to reduce or control transportation Impacts, if None. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. What measures are proposed to reduce or control direct impacts on public services, if any. None. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providir; the service, and the general construction activities on the site or in ie immediate vicinity which might be needed. Onsite Irrigation system, simile to the other landscaping at the plant. No new connections are required. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: PB/RPS/12 � H E A s c D F .+..�; CIr✓ LIMN1 �' A. N. RAIL♦ � '�<. b N ••S^ \C 2 � 2 /. u NSF �.., ^L y N A y ♦� u Z 2 .� � � � 'tat �` /• � � y _ -s- _O Wj r OCN.IN _ y 2 R l u Jr1L � 0 1� 1�00 �00 s n 7r AV . � 4 SEA E SEAT t PENRIV \ FEET — D a /NT%JL rR A MWr •• AIRPoRr t \ 4 PLANr I CAIIINGTON ..OLF COURSE 3 ^ h O r 1 \ y t eI .KENr �AUBUAN ?1lr L RfNrO r r rNEATM_`Nr O� 1 •••• l/�: ILAVT ; j / / 'f f I ml / i.:' V D MILCO �LIOP • �� 1 3 sw b S T. L ' I9 P ; CUYALLUP r VICINITY MAP r,EAoa' v 7 ~ O y 1 4 i � t s sr I.... f __ A /I L IL/ L_...... f.... .. XJ '� I cT V i v v t o Q 1 a � IONiACRCJ It 1 4 4 '� RACE rRACK a W J JB rN Jr 1 J� I1M1I/q1/u 1 � Z E O Y LOCATION MAP p mETcio 5..". a. Qeoa o�a4 ,a4poa��1 BIOMASS DEMO AREA as .,p,�aax•a bb.4o, 140.000 �,e� �:�A•�lbia� asop� .� eta�a�soQe ao�pl O ay vaoa�'ea A�ae;�'i� O ►�r S+r paaetOt ��1l0!!. MONSTER 4 0�. Qea vt�beol/ �s a�ooe '0� ZybQ��pdvd0 ROAD CONNECTIONOoa o0�� i INTERNAL ROAD CONNECTION A DOUG FIR DEMO AREA o z c , , , PED. WALK 1 e Q u� 0 O O O � ly of RE,� � T ° PUBLIC WORKS DEPARTMENT MAINTENANCE DIVISION Z p p X' 3555 N.E. 2ND STREET RENTON, :'.�ASHINGTON 98056 9,0 0 oggTCo SEP, BARBARA Y. SHINPOCH MAYOR MEMORANDUM TO: Ron Olson FROM: Jack Crumley DATE: November 13 , 1986 SUBJECT: METRO PLANT FIRE PROTECTION I have reviewed the plans for the referenced water line and after considerable deliberation, I have conel-led that from a maintenance standpoint , we cannot live with the proposed water Tins. My concern lies specifically in two areas; the extremely limited horizontal separation of underground utilities, and the blocking for the proposed new line. As you and I have discussed each of these points before, I will not elaborate here, only to point out that the engineer/contractor will build this line and then walk away Prom it, We, on the other hand, will have to live with what they build and pipes with no more than one foot six inches to twG feet of horizontal separation would become a nightmare to work on, particulaii under emergency situations . My recommendation--redesign so that both separation and blocking problems are corrected. aek Crumley JC/ljf CC: Dick Houghton Ray Sled Date S/ram Tkm _sue WHILE YOU WERE OUT Of /f' 7izo M Phone 1 Q`( IELEVHONED (LEASE r;ALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RU H RETURNED YOUR CALL J Message 7 t` V / Operator S� vyv�at Of ,. �. PREOCCUPANCY INSPECTION REPORT DATE •�y •rnapu Ala 19P6 _ O: CJDESIGN ENGINEERING DIVISION DATEOBUILDING FINAL QUTUTY ENGINEERING DIVISION FIRE DEPARTMENT aTRAFFIC ENGINEERING DIVISION LANDSCAPE/PARKING ROM: BUILDING 6 ZONING DEPARTMENT BJECT:Metro Treatment Plant PERMIT NO. 13-9993 1290 Monster Rd. S.W. TYPE BUSINESS Chorline RuiIding The aub)ei.t project Is nearing completion. Please Investlgeto your area of responslbllRy and indicate below either your acceptance or corrections necessary by October 2P, 1966 In ordor that a Certlflcala of Occupancy may be tssuod. 0 no comments are rocelved by the above date, the Certificate will be Issued. BUILDING g, ZONING DEPARTMENT DATE _ /0- ZZ- 60 OM: K This project Is a roved by th!s departm I subjoct to the tollowmg corrections: �i}�ffVFiNE:KING PRE-OCCUPANCY I�:SPcCTION REPORT REQUIRE W-7 4- WATER 5- SEWER BILL OF SAL° k EASEMW_ COST DATA A zt cra ••� -------------- DO YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARYCERTIFICATE OF OCCUPANCY? YES I �14O Aulnorized Signature CJ rca M r I'm A�1�, r / Q LoulA � m.n.� ap q � pr.�uv �i'V ,�p�� �� �'" �,:.,� . October 7, 1986 Engineering 51158.00 (8/44) CITY OF RENTON 200 Mill Avenue S Renton, Washington 98055 Attention: Mr, Ron Olsen, Water Engineer Subject: Monster Road Fireflow Analyses near Ron: Two additional computer analyses along Monster Road have been performed to determine the fireflow, capability of the City' s Water System during the period when the existing 12" main on SW 7th Street is out of service due to construction of the P-1 Channel . The analyses were performed based on the City' s existing system with the improvements and modifications to the existing system as shown in the attached figures including the proposed 12" diameter watermain for Metro's Renton Wastewater Treats .nt Facility from SW 7th S`.reet to Monster Road, Both analyses were performed at a hydrant near Container Corporation of America. Results of the first analysis indicate that the available fireflow from the hydrant is approximately 3,811 gallons per minute at a pressure residual of 20 psi in the main adjacent to this hydrant. However, the velocity in the main along Monster Road from SW 7th Street is in excess of 8 fps. Reducing the velocity of the water in this pipe section to within ISO criteria of 8 fps results in a derated fireflow �dpacity at tnis hydrant of 2,820 gpm. In the second analysis the west connection for the proposed 12" diameter pipeline through Metro' s Renton Treatment Facility was assumed to be near the base of Metro' s existing reservoir along Monster Road. Results of this analysis indicate the available fireflow capacity at the hydrant located on Monster Road is approximately 3,7Q5 qpm at a pressure residual of 20 psi in the main adjacent to the hydrant. However, the velocity of the water along Monster Road from SW 7th Street is also in excess of 8 fps. Reducing the velocity of water in this main to 8 fps resulting in a fireflow capacity of 2.820 gpm, A summary of the results of these analyses is presented in the attached figures. The fireflow capability for these analyses was based on the Insurance Services Offices (ISO) criteria which is used by the Washington Survey and Rating Bureau, the local rating company. In accordance with ISO criteria, the Water System was simulated experiencing a maximum day demand with the single largest source of supply, Well No. 8, out of service, i .e. due to failure, maintenance, etc. A summary of the operational conditions used in the analyses is as follows: 1410 Market Street.P.O. Box 1180,Kirkland,Washington 98033(206)827-6400 Mr. Ron Olsen October 7, 1986 Page 2 Minimum service pressures of 30 psi in the service area during normal demands and 20 psi during fire demands. Well Nos. 1 , 2, and 9 are in operation while Well No. 8 is out of service, Springbrook Springs is supplying the System at 1,300 gpm and the Monroe Avenue Pump Station is out of service, the Highlands Pump Station is operating at 1 ,200 gpm, Mt. Olivet Pump Station is operating at 1.700 gpm, Windsor Hills Pump Station is operating at 1 ,950 gpm, and the Talbot Hill Reservoir is in operation. The figures summarizing the results of these analyses is attached for your reference. Copies of the computer analyses have been retained in this office for future reference. If you have any questions or comments regarding these analyses, please do not hesitate to contact me. Sincerely, RH2 ENGINEERING, P.S. ichard H. Haruert, DE President Attachments-2 cc: Mr. Rob Rergstrom, Engineering Supervisor Locotim of Sknulot•d 1911 ypm • _C psi / Dwot•dl MU qpm 12' Moln put-of-sw ics Dunn =unstructlon of 9 '$ • ro T, tY 12 f Zv.2i Jpm to. 12' 12' ¢o/ •`ry,.kOp �2. 1 'd. 12• t Y 12 10• 1T' 12' 10' OAKESDALE L.I.D.- METRO CONNECTION FIREFLOW ANALYSIS ANALYSIS NO. 1 I*alsnnr FA01un¢s -----•— PRap0sfv rAaunes Lo:ation of Simulated _Fkaft 1nalrle 3795 ppm *2 psi Oersted: 2P2v qpm 12' Main Out—of—SwAce J14 Duke C* Pro c t of Oakes"J � o `p 12' iC 12 y tZ r P 12, 2066 qpm 5.9 fps 12' 12' 193 Wm 12' 12' s s>, 12' 12' to' 12' 12' 10' OAKESI?ALE L.I.D.- METRO CONNECTION FIREFLOW ANALYSIS ANALYSIS NO. 2 EXISTING FA01-17IES -- -- PROPOSED FACIUTIES 4 +� 9-30- 86 From: QSdaul �tb�ct4: po>s frrlt♦s �or �i(e DflecAtw Owck Vatve-s al' ( 1 U 1 �'JJ •zoo- flon%Yt4 'Rd SW AaN aocW AWO 3/F bvJ, �aoti /Wrier-. in J�tccanbei of 19 94 6 �44 2 ActttAw rVINO/ 44,40 kh. �,r protr(�hor JAnej fillnhu 1(QnFnntnF r-oonl . �c1cw d:r ��• /tnat+c 4 �h,oA�Q a k+�.al mu.,�,r +� rrrad:nq,� a. w� 9� 3a/ BG o L " 1 h! 3/4, mw1e✓ QN 10 Fide iyMn.„ Q,l- va+A ��v} �k�a.r� FMhnnti �" tZocFtWtQ� ` 3/4 No 3307ZB96 _ Reobns 1 64059 a. l+ * 2 '�/¢� �y-pals nnatc� �n log Ft� lh)(hn $UJ��O" 2t atwctK t31/4U - Strial 14o. 13072901 _ �1?UP�I,nS . 00060 a• # Atiaokl <:,� 149 A 9-30- SG 'IO• Arltr,u rtom: 444 ,�Mbjra- f » -rwItrs +4 {ire 'DeIrrAw CIMck Vnlvri nv -Mrtl(> -1iCOArllrnt 't'I,nt • W--/49 A . 1200- IionsYea Rd SW t2re tk"r A)IC sub1fry roi ek , �>,c foti+r��lcy �Ut 5 (6n,i, •rl.�) -rya', •'MSt4UrA AWO 3/4 1 \0�. V4.0, nnalcr% in AetW&ri a� 10 84 a1- �f 2 &%"Aw CYutk 44\,Jm +y � J�,f g1G1f(�10r, -[.iK'1 ^{6 1�`s• WO u 'It%ifntov ry110n! _ 1 Uclaw ou n+.ahc �mac4� S�•lwl Iri�'•+iiew +� rsnrl��� n. '� 9I5/ gt " r 'L 1'/4" b�.�.�5 meter m 10 Fist .",n nV /Mans\w ROTA 11 „ 48voi-n vnfia,ea. 'Roc%twtg 3/" _ Sron1 'Aa. 33072 896 _ �2r�A,�� : 04051 cu. fk ai * 2 'S/9- 6�•ea5. nnator or+ 10 Cite 711an e\ 't�oc�wrQQ 3/4v - Stri41 140. 13072101 _ R�ed,n5 , 000 b0 ar- (� [ `�Y O CITY OF ERENTON NGINE V w � UTILITY ENGINEERING NO, fslsShE.111�- ♦ • 200 MILL AVENUE SOUTH """��.��` RE M"ON, VA 98055 �� s( PHONE. 235-2631 ORELc ' FOR WATER SERVICE INSTALLATION Account No. E s7V[ ieter Charge kVrk Order No. 4 3 C Less Stub Service Credlt Down Payment M ' Sundry Sale No, g System Development Charge Gil In Ci;y Vest MOM Late-Comers (City) 111rrr,,,fff,,, On Saver Yes I/�' No (Others) r S Water Usage: Residential � Commercial � Indust rlal�l TOTAL FEE by Other '] tl 'VH * l, 0 L kl� INSTALLATION: - Meter Size 7/er •J• ) ')'�'(! m V� I/�iR i1 �� Size Service /4 Temporary Hydrant Meter Ye: No Z Meter Make _ U[R• li„1 ..-,t, Sewage Exempt Meter Yes Bell No El Meter No. 330 7 Z 1111 l_ Date Installed or Il?z Fire Protection Service Yes W No O �y !T Comments: F01g1�IlY(� IYlir ["YI P N _ Service Address ZLtll In 7e'� Cntl Legal Description L. f/ t'�tro fleet; n3l,,r w►, nh — RI uV e CROSS CONNECTION CONTROL: Backflow Protection Device Requirtd Yes No If Yes, Type of Device: Reduced Pressure Backf tow Device 21 Double Check Valve Assembly 0 Air or Pressure Vac Breaker IV Make of Device CL.7l•u Ate Model �. I Serial No. C.�`0� Size If Date Device Installed 1-w— QM u— Meter No File No. Owner's He" '1IV 13G 11(a wArr CHE TRa) Phone Address _ e AiL City t State Y��SA-- Zip Contractor's Name f-5 f13 Phone _ Address 404 5 W k,,,. City VC Ely/ Sate Zip (IRetQ Area Served by Renton Water $ Seattle water Seattle water Code No. Temporary Service Agreement Yes No Qq If Yes, Agreement Recording No. Service to be Located on an Easement Yes Nog If Yes, Easement Recording No. Is There an Existing Stub Service Yes p 1.to If Yes, Water Project No. W- HOExisting Late-Comers Agreement Yes I( Yes, Agreement No. Ir favor of Address _ City _,,,A lAa MMM� ha State Zip _ p Charge tSf _ System Development Fee Yes No O If Yes, Syster Development Fee Based on (ULk P- 7 5 Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY !DATER AT THE PREMISES NOTED HEREON AND PROMISES TO PURCHASE THE WATER AND PAY THC CITY OF RENTON THEREFORE IN ACCORDANrE WITH THE CITY OF RENTON'S SCHEDULE OF RATES WHICH SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT F+k THE PURPOSE FOR WHICH THE WATER 15 TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS 1: IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. White - Utility Billing t loatune o e+ Pl ge. - at¢ Yellow - Engineering j� f, s� l VG Pink - Water Shop 0 �,C'L f Gold - Customer jXty 06 Re"lo. e Y R' x1 ♦s t r CITY OF RENTON U UTILITY ENGINEERING No. 01559 ♦ ♦ 200 MILL AVENUE SOUTH '�•` RENTON, lA 98OS5 O� PHONE: 23S-2631 ORDER FOR WATER SERVICE INSTALLATION Account No. 1 1 Meter Charge $_ Work Order No. 4 3 7 G Less Stub Service Credit ,- OOwn payment Sundry Sale No. ment 9 n ' 7 27y System Dev¢lop Charge N. Z In City Yes No D Late-Lours (city) On Sewer Yes No (Others) Water Usage! Residential [:] Commercial 0 Industrial TOTAL FEE $ •^�� Other r T 3/ 11 b4- I}a CYI I V 11 FlIc UCF• chaIt INSTALLATION' 11 peter sl:e s 3/ �ryi size service ') s, Temporary Hydrant Meter Yes rA No Meter Make _6s"(kw( ' Sewage Exempt Meter Yes C6 No U Meter No. J310717 L lU 6 Fire Protection Service Yesx NoEl Date Installed s/clClnb y 1114 2oa ' r1, !n1_ Eomrments: Service Address 7WA L_ a►I)IER. r ,)W `(11f4�<<1 �S (AI'sll,a 1 (C1Tfi0cRL� •S �CIT,3- Legal Description �p1 -U Ncfit �It rm CnV (Irl1?r- lzcYTIGq Iled T --siane n CROSS CONNECTION CONTROL! Backflow Protection Device Required Yes% No if Yes, Type oT Device: Reduced Pressure Backflow Device% Double/Check Valve AssemblW Air or Pressure Vac Breaker 1 l l Make of Device CLA-VNL Model -P Serial No. (; •JET t' Size ko I. _ Date Device Installed '3l,AC 1't�L9 Mete, No. S••t1tC k la 1t1,(.G File No. - .yam L� owner's Name 111(31U t�hCat' �I[IA) (' NET�o� Phone Address i city atewh Zip Contractor's Nang 14 3 "Afut $1Y Phone Address 4616 S X00 ►h k"t City eA1- state WA zipy) Area Served by Renton Waters Seattle Water Seattle water Code No. Temporary Service Agreement Yes 0 No If yes, Agreement Recording No. Service to be Located an an Easement Yes No If Yes, Easement Recording No. Is There an Existing Stub Service Yes D No If Yes, Water Project No. W- Existing Late-Comers Agreement Yes Ci No If Yes, Agreement No. In favor of Address City State Zip Charge S;l System Development Fee Yegiv NOD !f Yes, System Development Fee Based on RUL 3)F)k 1' sgLdr! Feet THE UNDERSIGNED SUBSCRIBER REQVFSTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREOIN AND PROMISES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE CITv OF RENTON'S SCHEDULE OF RATES WHICH SMALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER 15 TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. Wh fte - Utility Billing �y Signatme aA owneA om Agentate Yellow - Shoring e(t Pit ?G Pink - Waterter dip (Shop [(C Gold - Customer ClAy 06 Rel n IOA.lzu+g en ale OF Rt+ PUBLIC WORKS DEPARTMENT _ DESIGN/UTIL.ITY ENGINEERING 0 235-2631 o 9 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH.98055 P h. O9grE0 SEPSroe, BARBARA Y. SHINPOCH September 16, 1986 MAYOR Adam Strutynsl<i , Construction Inspector Metro TreaU..- .t Plant, Renwn 1200 - Monster Road SW Renton WA 98055 Subject: Backflow $bvices Testing W-749 A Dear Mr. Strutynski : This is to notify you that the City of Renton has tested the 2 reduced pressure backflow devices (RPBD - 10 in) at the Treatment Plant and both devices tested satisfactory. Attached are copies of the test reports. According to DSHS requirements, both devices must be tested annually by a State Cer_ified Tester and the report shall be sent to the water purveyor: City of Renton Utility Engineering Dept. 200 Mill Avenue South Renton WA 98055 Attn: Ronald Olsen, Utility Engineer Thank you for your cooperation in this matter. Very truly yours, Ronald L. Olsen Utility Engineer AG:jw I Y OAT UTILITY ENGINEERING UACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT N FILE NO. W-749 A FIRM NAME METRO TREATMET PLANT - RENTON arcet 5S 1200 Monster Road SW Renton—ZIP 98055 . - -per NO. 447-4833 Maintainance Person and Title ...dam ,S .ru ynsky - Construction ;ectnr TYPE OF DEVICE REDUCED PRESSURE BA ' ;"LOW DEVICES 1 DOUBLE CHECK VALVE ASSEMI$Y ❑ MAKE OF DEVICE CLA- VAL AODEL. RP-1 SERIAL NO C-508 SIZE 10 in. DATE INSTALLED June 1985 METER NO, 330 7Z`101 - ►ROcc, lil 34"- 00060 nnti" in Tut Dct. Chak Vn,.IY b,n- LINE PRESSURE 75 PSI PRESSURE DROP ACROSS FIRST CHECK VALVE 6.8 PSI LOCATION OFOEVICE_'West side of SW 7th St Bride in Concrete Building - Sta 12+47 DIFFERENTIAL TEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 PRESSURE RELIEF VALVE' B+FORE _ REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT 3 PSI CLOSED TIGHT Fj CLOSED TIGHT REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLAC NEW ❑ ❑ ❑ ❑ ❑ ❑ PARTS ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ LJ AND ❑ 11 ❑ ❑ G REPAIRS ❑ ❑ ❑ ❑ �� ❑ REMARKS: TEST -- — - — - AFTER CLOSED TIGHT ❑ CLOSED TIGHT OPENED Ai PSI REPAIRS REDUCED PRESSURE ' REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE , RETURN, REPORT f0:CITY ENGINEER-9 OFFICE -- TESTED BY Abdoul Ga`our & Ron Druce DATE g-1` 16_ ruN'C,IK mul'ol O too MILL A9INUE $WIN REPAIRED BY DP T. _ 11INTON.WAyN,NGTON 99065 FINAL TEST BY_, TESTER'S WASHINGTON STATE CERTIFICATION NO, BDT- 0175 1 SDO,v ) UTILITY ENGINEERING BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT FILE NO. W-749-A FIRM NAME METRO TREATMENT PLANT - RENTON AnGFESS 1200 Mosnter Roaci SW Renton ZIP 98055 pHop* No 447-4833 Maintainance Person and Title Adam StrutgnckY - f « .i TYPE OF DEVICE REDUCED PRESSURE BA OW OEVICE DOUBLE CHECK VALVE ASSEMBLY G MAKE OF DEVICE CLA-U' L unpq RP-1 _SERIAL NO C-507 SIZE 10 in. DATE INSTALLED June 1985 METER NO. b�072 ` 9C " 'Roau,el �14 eLldlna • 04059 n<ft ua.lY 10' LINE PRESSURE 75 In Nt lA i_PSI PREWURE DROP ACROSS FIRST CHECK VALVE£7' PSI LOCATION OF DEVICE Monster Road in front of main entrance to treament Plant STA 17+1 DIFFERENTIAL TEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 PRESSURE RELIEF VALVE' BEFORE REPAIRS LEAKED ❑ LEAKED ❑ --- OPENED AT 3.0 PSI CLOSED TIGHT LRj CLOSED TIGHT REDUCED FRESSLRE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLAC NEW 1 ❑ ❑ ❑ PARTS ❑ ❑ ❑ ❑ 0 CJ AND ❑ El ❑ I�1 ❑ ❑ ❑ G C] REPAIRS j ❑ i REMARKS: TEST AFTER CLOSED TIGHT 1-J CLOSED TIGHT ❑ OPENED AT`— PSI REPAIRS REDUCED PRESSURE REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE RETURN .?EPORf TO: CITY ENlsi1VEEF1'9 pFFICE TESTED BY Abdoul Gafour 6 Ron Druce DATE 9-15-86 IIIUN1CIeµ BUILDING 200 WILL AVENUE WUTN REPAIRED JY _DATE ALNTON.WASNINGTON SSUSS FINAL TEST BY DATE TESTER'S WASHINGTON STATE CERTIFICATION NO. BDl-0175 i 11. THRUST RESTRAINTS SHALL BE g" �� _�./ / PER SPECIFICATION 15062 AND / CITY OF RENTON STANDARDS• DESCRIPTIOON OF PIPE SYSTEMS IS AS FOLLOWS' +• AGITATION P.IR CHLORINE ISUILD#NG AA MESTIC WATER �*�^+-_ _ NONpOL8 SEE pF6T S N' `� w. pLANT EFFLUENT C3 PLANT EFFLUENT, c3HP PLANT NTe P CULCRINEFSOELUTIO ��— CLS — CHLORINE VACUME DRV DRAIN HEAT RESERV R R / - HRR HEAT RESERV S •` �•. j HAS INSTRUMENT A R _ - IRRIGATION DRAIN RG LOW PRESSURE SL �- I U CITY WATER LINE L / SA SERVICE AIR SCBR SLUDGE GAS SCR / SD STORM DRAIN SLUDGE F.M. SLUDGE FORCE "Al : SULFER DIOXIDE, G 183 / w/Q SSC SECONDARY SCUM To THICKENER OVERP // 1 iV t�ttNl on r oK i� m6 oauoMac rr�(pp� Fire. Piro el /1%tC DRAWN �jo7 All ,Nltr.,ancn V= 200' I aaepMMaNDaO APPROV10 F D • PUBLIC WORKS DEPARTMENT 41 •3 z DESIGN/UTILITY ENGINEERING 235-2631 �, MAL MUNICIPAL BUILDING 2DO MILL AVE.SO. PENTON,WASH. 98055 v ■■�� o �. 99TF0 SEPT EVe.�P TO: r nrir rSon /' ATE: JOB ND.: f�nn_ Mnnnf v 12d1 HE, ,k ATTN: -.r4ti GENTLEMEN: WE ARE SENDING YOU ATTACHED 0 UNDER SEPARATE COVER VIA - THE FOLLOWING ITEM6: O SHOP DRAWINGS O PRINTS 0 REP?ODUCIBLE PLANS 0 SPECIFICATIONS D COPY OF LETTER p DATE _NUMBER DESCRIPTION AND REMARKS LkLa- Me("ro s THESE ARE TRANSMITTED AS CHECKED BELOW: 0 FOR APPROVAL 0 APPROVED AS SUBMITTED 0 RESUBMIT COFIE£ FOR APPROVAL • FOR YOUR USE ❑ APPROVED AS NOTED O SUBMIT i COPIES FM DISTRIBUTION a AS REpUESTED 0 RETURNED FOR CORRECTIONS 0 RETURN CORRECTED PRINTS O FOR REVIEW AMC) COMMENT 0 O PRINTS RETURNED AFTER LOAN US COPIES TO: / SIGNED TITLE IF EWLOSURES ARE NOT AS NOTED, KINOLY NOTIFY US AT ONCE Moss Construction Inc. gim" OST OFFICE BOX 96340 • DES MOINES, WA. 98188-MOdP8-C'- 313CPIYIP\U FS T pats DATE: August 28, 1986 TO: City of Renton - Utility Engr. Dept. 200 Mill Avenue South Renton, WA 98056 RE; Effluent Transfer system Metro Contract #F7-85 ATTENTION: Arlene Haight Transmitted hurewith are the following items. ( ] Pre-Job Form Package ( ) Copy of Letter [ J Change Order [ ) Specifications ( ) Subcontract Agreement [ J Source of Materials ( I Purchase Order ( ) Plans ( J Certificate of Insurance ( 1 Submittals ( I l 1 Copies jActionNo. Description ✓ 1 5 Signed copy of Authorization of Special Billing I i [t J For your approval [4) For your action J71 For Correction [0) Approved as submitted (2] For your signature [5) For your records [8) Per y,)ur request (x) Approved as noted [31 For your review [6) For immediate action [9) ['1 Remarks -- — Copyto — -- --- - - - Signed, .4- 22030- 71 , r )E SOUTH 0 SUITE 200 0 DES MOINES, WASHINGTON 98188 0 (206)878.7126 AUTHORIZATION OF SPECIAL BILLING DATE: 8Ir�186 PROJECT NAME: " I ,6 If4m(nV AJ- fl(c Trd tc�,-,, wa t/4 6 fMmv, umr -Bill PROJECT NUMBER: W' 7M_ �f WORK ORDER NO. : 42,55 It is the intent of this letter tc authorize the City of Renton to bill the undersigned for all costs incurred relative to the above-referenced projF''zt, by the City of Renton for the following wcrk: WA'iWl. JAMIt,E yQj�K 1 E53'r BILLING TO BE SENT TO: Name: MOSS CONSTRUCTION, INC. Address 1`'0 BOX 98340 CityilES MOINES, State WA Z.C. 98i98 Atten: Phone No. : (206) 878-7116 / // �� l Owners eve oper, Contractor or Authorized Agent 51158.00 Loom, G20/5z August 25. 198E AUG 2 7 V- Mr. Ron Olsen, Water Engineer CITY OF RENTON Department of Public Works 200 Mill Avenue South Renton, Washington 98055 SubJect: Firerlow Analyses for the Proposed Oakesdale L.I.D. Dear Ron: Four computer analyses along Monster Road have been performed to determine the fireflow capability of the City' s water system during construction of ,.he Oakesdale L.I .O. The analyses were performed based upon the City' s existing system with the improvements and modifications to the existing system as shown on the attached figure. Ali four analyses were performed based on the existing 12-inch diameter watermain on Southwest Seventh Street being out of service during construction of the Oakesdale project. The first fireflow analysis was performed at a hydrant near Metro' s existing elevated tank. The analysis was based on the existing water system with no additional improvements. Results of this analysis indicate that the available fireflow from this hydrant is approximately 1 ,432 gallons per minute at a residual pressure of 20 psi in the main adjacent to the hydrant. With the same system conditions, a second fireflow analysis .ms performed on a hydrant near Container Corporation of America. Results of this analysis indicate an available fireflow capacity of 2,435 gallons per minute at a pressure residual of 20 psi in the main adjacent to this hydrant. However, system pressures along Monster Road in the vicinity of the Metro reservoir are approximately zero. De-rating the fireflow capacity to maintain a minimum of 20 psi in the pip-line in this area results in a reduced Fireflow capacity of approximately 1,430 gallons per minute. The third analysis was performed with the same conditions as Analysis No. 1 except with the addition of the 12-inch watermain extension along Grady Way. Results of this analysis indicatP an available fireflow of approximately 1 ,645 gallons per minute at a pressure recidnal of 20 psi In the main adjacent to the hydrant. 1410 Market Street,P.O. Box 1180,Kirkland,Washington 9803:1(206)827.6400 (r. 7 r.. Mr. Ren Olsen August , 5, 1986 Page 2 The conditions for Analysis No. 4 are similar to Analysis No, 2 except to include the 12-inch watermain extension along Grady Way. Results )f this analysis indicate an available fireflow capacity of 2,651 gat ) �r minute at a pressure residual of 20 psi in the main adjacent to t hydrant. However, system Pressures along Monster Road in the vicinity the Metro reservoir are approximately zero. De-rating the fireflor, capacity to maintain a residual pressure of 20 psi in Lhis pipeline along Monster Road results in a de-rated fireflow capacity of 1,650 gallons per minute. A summary of the results for thes- analyses is presented in the attached table. Fireflow capability for these analyses was based on the insurance Services Offices ( ISO criteria) which is used by the Washington Survey and Rating Bureau, the local rating company. in accordance with ISO criteria, the water system was simulated experiencing maximum day demand with the single largest source of supply, Well R, out of service ( i .e. , due to failure, maintenance, etc.) . A summary of the operational conditions used in the analyses is as follows: - Minimum service pressures of 30 psi in a service area during normal demands and 20 psi during fire demands. - Well Nos. 1. 2, and 9 are in operation, while Well No. H is out of service. - Springbrook Springs Is supplying the system at I,300 gallons per minute. - Monroe Avenue Pump Station is out of service. Higalands Pump Station is operating at 1 ,200 gallons per minute. - Mt. Olivet Pump Station is operating at 1.700 gallons per minute. - Windsor Hills Pump Station is operating at 1 ,950 gallons per minute. - The Talbot 11. 11 Reservoir is in operation. A figure summarizing the fireflow analyses is attached for your reference. Copies of the computer analyses have been retained in this office for future reference. if you have any questions or comments regarding these analyses, do not hesitate to contact me. Sincerely, i i RH2 ENGINEERING, P.S. Richard R. Harbert, F.E. 4 President Attachments-2 cc: Mr. Bob Bergstrom, Engineering Supervisor Attachment 51158.00 G20/53 OAKESDALF L.I.D. FIREFLOW ANALYSES SUMMARY OF RESULTS Analysis No. I - Fireflow, capacity on Monster Road without Grady Way Extension Pipe No. Capacity m) Velocity ( fps) A 1 ,468 4.2 _ 8 1 ,515 4,3 C Extension not in service Available Fireflow - 1432 4.2 at a residual pressure of 20 psi Analysis No. 2 - Fireflow capacity on Oakesdale Avenue without Grady Way Extension A 2,435 6.9 - pressure along Monster R 2.482 7.4 Road approx. tero C Extension not in service Available Fireflow - 2,400 6.8 - de-rated opacity based on a minimum pressure along Monster De-rated Fireflow, 1 ,430 Road of 20 psi Analysis No. 3 - Fireflow capacity on Monster Road with Grady Way Extension A 1 ,691 4.8 8 1 ,104 3.1 C 623 1.8 Available Fireflow - 1,645 4.6 - at a residual pressure of 0 st Analysis No. 4 - Fireflow capacity on Oakesdale2Avenue with Grady Way Extension A 2,6116 7.6 8 1 ,750 5.0 C 992 2.,1 Available rireflow - 2,651 7,5 De-rated Fireflow - 1 ,659 De-rated capacity hased on a minimum pressure along Monster Road of 20 psi Metro Treatment Plant - 1985-1987 Correspond. *-749 2+ LOCAIION OF SIMULATED -T-•�-7 •1 j�--4 FLOW TEST ANALYSE$•2{4 ♦ /Z� ` Q f 12'MAIN OUT-OF SERVICE • ^ DURING CONSTRUCTION OF 1 OAKESOALE PROJECT U Q tQ y o _ 0 LOCATION OF SIMULATED R•I � � � ? !� H FLOW TEST ANALYSES-1 A 2 o ♦♦ �. O ♦ q ♦ 01 �o . ♦ - , •. , % 0j1 Q �6 PROPOSED 1r MARL •� ,1, � EXTENSION ON GRADY WAY .ate 00 I ♦� Q e Ire OAKESDALE LID FIREFLOW ANALYSES ANALYSIS CAPACITY RESIDUAL H (GPM) PRESSURE (PSI) 1. 1432 .20 WITHOUT GRADY WAY IMPROVEMENTS 7. 7400 WIT 11011. .ATAUY WAY IMPHOVFMI'NIS, 1430 DERAIEUCAPACIIY 3• 1645 21 WITH GRADY WAY IMPROVEMENTS 4. 2651 WITH GRADY WAY IMPROVEMENTS 1650 DERATEDCAPACIIY X�� 0-- DSHS I3-173(Blatt STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEAL. ERVICES`. :' (III WATER BACTERIOLOGICAL ANALYSIS c. NS!R'uLC'.CNS ON BACK OF GOLIAl.df[I COPY If Instructions are not followed sample Will be rejected. DATE COLLECTED 714f COLLECTED I COUNTY NAME MOr1TH Mr BEAR O V L/ B /27 OO AM ❑ PM 1\11�4 T IPE OF SYSTEM I IF PUBLIC SYSTEM,COMPLETE: PUBLIC I.D. No. 7 ( 5 G L 1) 3A54 ❑ INDIVIDUAL NAME OF SYSTEM Lt�r OC 'RE " 10A - Gincx ofOT SPECIFIC LOCATION WHERE SAMPLE COLLECTE SYSTEM OMIMMEM NAME AND TELEPHONE NO w i/�KAAK�d�.M1n.ulwn,IOunIMM 6M` `J IanY Y f ( .„vPDT 0 N SAMPLE COLLEC D BY'(Nam) A6t;Icly— t Af1 6rtQ . T"A II Ih�QftTit'- SOURCE TYPE ❑SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED IA 0MBINATION q7 �.{ g I ,,,OTHER B '�u�1 T KC»VeM a�lA�rINd nPlroae1 1� 7 D �E �nir+Y WASHINGTON jioS6 TYPE OF SAMPLE <6.1 I'm 1. ❑ DRINKINGWATER Imo' Chlormated(ResldUall_� otal_Fres) check treatment—► ❑ FOR ad III---III Ell Untreatedor Other - Q. 0 RAW SOLRCE WATER 3 NEW CONSTRUCTION ariR77BRS^ 4. OTHER(Specify)_ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PRE':IOI IS I AS NO — PREVIOUS SAMPLE COLLECTION DATE R MARKS: Ii8)) Cp 4.u t L M LF.BORATORY RESULTS(FOR LAB USE ONLY) M COLIFORTA STD PLATE COUNT I SAMPLE NOT TESTED ! BECAUSE: MPN DILUTION TEST UNSUITABLE ❑ Semple Too Old /00'm 1. ❑ Confluent Growth ❑ Not in Propetcontalner MF COLIFORM �00 m Provitletl—Please Read Instructions on Form FECAL COLIFOR 3. ❑ Excess debts eDAs ❑ MPN ❑ MIF 4. ❑_ ❑ /1Ol)ml FOf D BIKING WATER SAMPLES ONLY,THESE RE?ULTS ARE. SATISFACTORY ❑ UNSATISFACTORY SFE REVERSE WOE OF GRLEN COPY FOR E%PLANATiON OF RESULTS LAB NO, DATE.TIME RECEIVED— RECEIVED BY t DATE AEPORTED LABORATORY i REMARKS I WATER SUPPLIER COPY T. CITY OF RENTON MATERIALS ISSUED s.o.No. WATERWORKS UTILITY w o 4 g y s TO STOREKEEPER: D.6v.r M.Isll.�:nR w�.NHM► R.r oUANT UNfT ACCOUNT MATERIAL UNIT DEIIVEREO NUMBER COST AMOUNT eo _ k!n PJl 1 Jn Er P' b'K Pa ax )'�0.UCCIc+J r'^ gal' �aAY AMv.m.4ri.l.«.ivN is Rwd m"i.. AYw..gV AIW .. AYw.wrl.r41«d«N YV AUTHURIZATION OF SPECIAL BILLING DATE: _ ZI PROJECT NAME: %4-1' yfai'wknY' PROJECT NUMBER: W 7'" 13 WORK ORDER NO. : 4 Y 53 It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relati a to the above-referenced project, by the City of Renton for the following work: 5— �✓ 12J t i S4M �t1� i n �' ✓i o��Gnia�l�YS_ BILLING TO BE SENT TO: Name: Address Rb�) 1mC rU5 /F/Q /e.L� City: — kMA,2 State: Z.C. Atten: ,� //£, 1(:��eyoe Phone No. : e e oper, Contractor or u 0 rized Agent r DSHS iy.171 PI pv DSHS 134771R1e11 ,s I STAT. OF WASHINGTON STATE OF WASHINGTON - DEPARTMENT OF SOCIAL AND HEALTN_cRVICES DEPARTMENT OF SOCIAL AND HEALT. AVIM WATER BACTERMLOGICAL ANALYSIS WATER BACTERIOLOGICA`C ANALYSIS SAMPi I_COLLLCI It& RLAU I P: OACX OF GOWENNOD COPY 11 ITletrUetlone in not followed, sample will be rejected. If instructions are not followed, Sample will be rejected. DATE COLLECTED T OLLECTED COUNTY NAME DATE COLLECTED TIEj COLLKTri COUNTY NAME I �MONTH nn DAY vEA P I� TH / DAY QYEAAR J 41 v ❑ AM (? PM ING L ' dV ❑ AM PM � 1N� I TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. I PUBLICg IL CI ASSPPUBLIC j�4 lF UAS4 I ❑ INDIVIDUAL I.D. No. 7 1 6 5 0 1 3 4 ❑ INDIYIDUAL I.D. No. fl O L A 7 4 r .uanul .na� «a•wx NAME OF SYSTEM NAME OF SYSTEM I� enam� W�i�ti SPECIFC OCA N WHERE SAMPLE COLLECTE SYSTEM /fAGR.NAME AND TFURM NO SPECIFIC LOCATIONWHERE SAMPLE Ak"AllCOLLECTED SY51Ea1 OPE(a/MGR NAKAW TBB4M NO j 1».,RI»n .+FA.x HIwn.IwMW4 1».,ICIW»p.•[MM,i F N Ri�t'r�Cn�1 V►-'�A9 Tj t14�eo �.0 r1rw.. {4A ✓ W.�4A 6• e1. L _ fN IuA� N u asr •Y Nr4�l( E w1 ( MPL(�E COLLECTED B :I/rvama t t S PLE COLLECTED BY:1HwIN ,E(fUl-, V IL&N lftil(T�Ck sA; ' `L SOURCE TYPE �— SOURCE TYPE " COMBINATION ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED "COMBINATION or OTHER ❑ SURFACE ❑ `VELL ❑ SPRIN3 ❑ PURCHASED OTHER SEND R FIT TO:LPnm Fu111NNrri A i ZIP Cool 1 SEND 5MRT.� �e TO'IP NH ana.A i I ta.ddis �'4A� ' )00- rAIu n , SaM11L f� r x WASHINGTON {f job ` 1 !v �1 WASHINGTON—liLl �_6 y� TYPE OF SAMPLE TYPE OF SAMPLE 61ws nnn owe �inn aaumm ICMc,mq onr��Inq cowmn, CrCra- 1. U DRINKINGWATER ❑ Chlorinated Elesidua� hotel 1 � DRINKING WATER ❑ r-1� Cnlprnalad lReeltlw� Kb41_FIN) check treatment---III U Filtered check treatment—10 ❑ Filtered ❑ Untreated or Other ❑ Untreated or Other 1' 2. RAW SOURCE WATER 2. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION or R4a1PS $.� NEW CONSTRUCTION or QeP"S 1` 4. OTHER(Specifyl__ 4. IJ OTHER ISDacilyl I COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I Ad NO PREVIOUS I AB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE MARKS: REMARKS: LABORATORY RESULTS OPW LAS UM ONLY) L ORATORY RESULTS(FOR LAS USE ONLY) tWORM STD PLATE COUNT SAMPLE NOT TESTED MPN-COLIFORM STD PLAT E COUNT SAMPLE NOT TESTED BECAUSE: I� )) BECAUSE: �n'� ❑ Sample TOO Old ❑ Sample Too Old TEST UNSUITABLE MPN DILUTION TEST UNSUITABLE 1 ❑ Confluent Growth ❑ NWin Proper Commune, /100 mI 1, ❑ Confluem Growth ❑ Not m Proper Conlairler 2 ❑ TNTC ❑ i.e.ficlent Information MF COLIFORM 2 ❑ TNTC ❑ Insunicient Information Provided—Please Read /1pO All Provided—Please Read Instructions on Form Instructions on Form FECAL COLI $. ❑ E.cess peons FECAL COUF'OR 3. ❑ E...as Debris ❑ MPN i MP 4. ❑ ❑ ❑ MPN 0 ME ��ml 4. ❑ ❑ IA1 ml _ " FOR DRINKING WATER SAMPLES ONLY, THESE RESULTS ARE. FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: SATISFACTORY ❑ UNSATISFACTORY GySATISFACTORY ❑ UNSATISFACTORY {I: REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO DATE,THE RECEIVED— RECEIVED BY LAB NO. DATE.TIME RECEIVED— RECEIVED By Ail, � DATE A'RPORTEED LAeDRA� DATE eIP0117ED LAepRATgi REMARKS A T M C WATER SUPPLIER COPY 1011ek. WATER SUPPLIER COPY !. # • n$HS 13 1731RI-811 f1 STATE OF WASHINGTON •T DSHB 13-173 I11141) ty+ DEPARTMEN} OF SOCIAL AND HEALTH__AVICES' ^� f STATE OF WA&4#MrgN�"- t WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICT OF SOCIAL AND AL ANALYSIS SAMPLE COLLECTION PE AU'N5 C... s+ It inatructlonS are not}olbwtttl, sample will be rejected. 64ftif( COLL�C110r; HL... .,QLOP%400 CUPY RORB am nor rolfowetl, sample will be TfIBCt1N). DATE COLLECTED TI E COLLEC MONTH DAY YEARO =111AME � DATE 7DUA TIMM NTH Ea,,COLLE W COUNIYNAME AAM PM ' -.C_ : 1I TYPE OF SYSTEM IF PUBLIC SYSTEM, OMPLETE: d AM �PM F� +��j PUBLIC TYPE OF SLIC SYSTEM.COMPLETE: DUAL I.D. NO, ctf v,Ass ❑»INDIVI 7 I f' PUBLIC -y I o r�gG.t GLASS 1 1 .+mown (/ L 2 3 4 ❑ INDIVNo, EI ILL{��.il-�I�NAME OF SYSTEM `"- _ I DIV em. 2 A NAME OF SYSTEM Y E51tt.I �en�Ay SPECIFIC l0 t10N HERE SA PI. COLLEC It SYSrEM Yam' '. 7 �lw .tu lwnaro DNNEpI MGP NAME NIO Trt EIMDRE ND. SPE 11n,EO Au0 WHERE SAMPLE COLLECTED BVStEM O'WNipr W74gB • M1'T Q(j T. P. /� iw,n< Mo Mw. .ere,n.. NAME IE1fgiQ'1F AO JTT�TN• Vv A.1.Y :� u� �aa 's hlcbb NypMK; RI. N14)6 SAMPLE COLLECTED BY 1Nan01 S P/L�E�C}OLLECTED BY.Mamet SOURCE TYPE �\RLl a �7E✓ ❑ SURFACE ❑WELL ❑ SPRING PURCHASED XCP*ABINATION ax OTHER SURFACE Cl ❑ SPRING ❑ PURCHASED COMBINATION SEND REppgi TO'�nt fun Nems, .eaa eno Zoo Coael -- / or OTHER 1g1 • - �v<EfFW1 t v SE PEP RTT .IFuu No-mF atioC aei -� EOFS�MPLE ��L 6wc m r o in nn ca�umm / ' TYDE OF SAgpLp WASH NGTON p/1 /11 \O T. DRINKING WATER tJ Chlorinated1 Resldo.I0 Td 7a ^ cMcktreatmant-wis Filtered I Fleet 1. ElORINKINGWATER ❑ ChlorinatedlResiduaI:_' ❑ Unr'eale0 or Other Check treatment-1,. ❑ Filtered _' j 2. RAW SOURCE WATER ❑ Untreated or Other I 3. NEW CONSTRUCTION or.g~S Z. RAW SOURCE WATER 'THEP fSpecifyl 3. NEW CONSTRUCTION ZMjpAWAS COMPLETE W THIS SAMPEE IS A CHECK SAMPLE 4. OTHER ISpecdyt,i PgEvtOUS LAB NO COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS SAMPLE COLLECTION DATE PREVIOUS LAE NO R ARKS: try PREVIOUS SAMPLE COLLECTION DATE 000 �a 4853 LABORATORY RESULTS IFOR LAB USE ONLY) "�R - M}��jJ11-COUFORM STD PLATE COUNT �,n u8 ATQRY RESULTS Ifoq LAB USE tuAYt I SAMPLE NOT TESTED MPN-COUFORM v 4 erom. BECAUSE' STD PLATE COUNT SAMPLE NOT TESTED 5 mw. ml BECAUSE: MPN DILUTION r�T �/51u°,..,. �1N TEST UNSUITABLE U Sample Too Old MAN DILUTION ll--�� TEST UNSUITABLE U Sample Too Old XDO 1 t. lJ Confluent ff''tt Growth LJ Not m ProlWr Cantamer 1. ��ml Confluent Glowlh MF COLtFORM ❑ Norm Proper Container 2. ❑ 7HTC maultMien!InlormallOn MF COLIFORM t �OO ml PrdVlded-PI 2. ❑ TNTC Insufficient Info,ri 1 ease Read /IW n" Provided-Please Raab FECAL C04FORM 3. � Excess Debris 't'sit ucttons on Form O MPN ❑ MF FECAL COLIFOR $. Excess U. Instructions on Form 4. ❑_ ❑ - ❑ MPN ❑ MF FORK�RM�KfNG WATER SAMPLES ONLY,THESE RESULTS ARE: FOR DIyINKINO WATER SAMPLEE ONLY,THESE RESULTS AP, SATISFACTORY 0 UNSATISFACTORY IBSATISF ACTORY ❑ UNSATISFACTOR• SEE REVERSE s1UE OF GREEN COPY FOR E%ClANA110N CF LN Na DATE,TIME RECa1YED- R SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATtDN O` RESULT;;COVED 8r UB MO. DATE,iMFE faceNt�-p'_ -- PWMVED vy SILL cL 17 %'174 6 //h- DA E gEfWRTED LABORATORY: pJ�L ryppp ti/7V 'i ✓, u 1 T 1ORATORY: At ARK �— N AM 14 Yi I 11[IIUgKB Itt1 v-xT 110;0W" WATER SUPPLIER COPY � �r WATER SUPPLIER COPY wr pSNS 1S1TJ iRlil) SATE OF WASHINGTON( DEPARTMENT OF SOCIAL AND HEALY"—Amn WATER BACTERIOLOGICAL. ANALYSIS SAMPLE COLLECTION. RLAL '. .,,CK Of GOLDENROO COPY }� 11 InetrucNonB ere not followetl, sample will be rejected, tTYPE DATE COLLECTED TINJtCOLLECTED COUNTY NAME � AYR ❑ AM OPMSYSTEM IF PUBUC SYSTEM,COMPLETE LD. No. ,,ll L(cLAuIVIDUAL t V U2 3 4 or NAME OF SYSTEM Lily o I�cntcY. t, '� SPECIE—IC LOCATION WHERE SAMPLE COLLECTE SYSTEM OANER/MEIR NAME AND TELEPHONE NO In mcro�rw• mw.un vum r Nam W 741 G. MciTe lrTo ATb.I� Hot�w SAMPLE COLLECTED Y IIN,") ftpoul CYTCvR- Wttl 1MJ.AT{ SOURCE TYPE [ISURFACE ❑ WELL. ❑ SPRING ❑ or OTH PURCHASED THNATION or OER SEND PORTT im FWI lihil Il es antl yp fodal ( �gSt75- U�I I FN 1r�'•jrl . eC.PIt 1G�j Nkr At 6-6 WASHINGTON 98os6 `YPE OF SAMPLE r �cn.c.MA on.„mr cmumm a(� 1. ❑ DRINKING WATER Chlorinated(Reindua, `1Eri dl_Free) check Irea(ment--► 9 Filtered (—� ❑ Untreated or Other P. y RAW SOURCE WATER Wr 3.',LQ�J� NEW CONSTRUCTION 01461N&- 4. OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB N0. PREVIOUS SAMPLE COLLECTION DATE REMARKS' LABORATORY RESULTS(FOR LAB USE ONLYI tl MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED j /5 BECAUSE: • maa un�,� /nri MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 ❑ Confluent(yowth ❑ Not In Proper Container MF COUFORM $. ❑ TNTG ❑ Inaeff ea— Into.mill x00 ni InstPloru ed-ns on F Read InglfUf lipng on Form FECAL COLIFORM J. ❑ Exceag Debris _ ❑ MPN [] MF 4. GI ❑ FOR 0T'aONG WATER SAMPLES ONLY,THESE RESULTS ARE: ( //SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE.TIME RECEIVED— RacwtD BY DAJD LABORATORY. A: l Ctaz REMARKS 4�,_" 1 WATER SUPPLIER COPY ,jam 0e I CITY OF RENTON MATERIALS ISSUED S.o.N.. WATERWORKS UTILITY 4353 W.o. N.. TO STOREKEEPER /'a/�� /y���p� �' DIlrv./ i�[1h.blb�iwR rn.l riNM �•� "� _ '�"c��V '�IA• '��*" '�S' DAM DUANT. UNIT ACCOUNT MATERIAL UNIT AMOUNT DEIIV[RED NUIMER ��p COST !e+ I � O fA 1J11 T �.TSClr9 Ott - i'iN�rIlSo+.; N od��t Nn 'Mle Ia •trk. rn wen �n�Zo, a Am I cgc Ab.rr ~,n.1 ."w.d i.R..d•.ndii.n Ab...• ►[ Ab. m ,k!.4 04►V Sgn.d Siyn.d UTILITY ENGINEERING ` 8 BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT i FILE NO. FNIMI NAAAf 4TIORf �ZIP,PHONE N0. b• 12 W"rdY d.J REDUCED PRESSURE BACKFLOW DEVICE �f TYPE OF DEVICE p ' �r i DD t CHECK VALVE ASSEMBLY ❑ MAKE OF DEVICE- Q`_4A wca. _ SERIAL NO. JG DATE INSTALLFD� U'( - OC� J METER NO,SZc<Yw� ,��}2gOj 4.d`� 000 60 314" ,h fix uakl✓ � c� LINE PRESSURE 2F5 RHv PRESSURE DROP ACROSS vIRST CHECK VALVE_SQ�_PSI LOCATION OF DEVICE Al DIFFERENTIAL TEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 PRESSURE RELIEF VALVE' BEFORE REPAIRS LEAKED ❑, LEAKED ❑ OPENED AT_�—PSI CLOSED TIGHT ❑ CLOSED TIGHT REDUCED PRESSURE PART CIF AN REPLACE PART CLEAN REPI.n.CE PART CLEAN REPLACE NEW ❑ ❑ ❑ ❑ ❑ ❑ PARTS O ❑ ❑ ❑ J [] El ❑ ❑ ( ] ❑ L; AND ❑ ❑ ❑ ❑ ❑ U REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ REMARKS: TEST AFTER CLOSED TIGHT ❑ CLOSED TIGHT ❑ OPENED AT PSI REPAIRS REDUCED PRESSURE " REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE i R17URN REPORT TO: ,,�� f� TESTEOJYA/A%d j�"y � "y DATE IIISId6 CITY ENGINEER'S Oh'FICE �UHICIFAL SUILDINO 200 MILL AVENUE SOUTH REPAIRED BY DATE IILHTON.WASHINGTON NOaa FINAL TEST BY PATE_ I I TESTER'S WASHINGTON STATE CERTIFICATION NO.�� r UTILITY ENGINEERING ` ♦ BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT FILE NO. FIRM NAME AnoRtSs 1q O� C1lu.�i'CeC R� .`�.1 ZIP—PHONE NO. (14)046" REDUCED PRESSURE BACKFLOW DEVICE TYPE OF DEVICE ,,, DOUBLE CHECK VALVE ASSEMBLY ❑ �4 .\ MDDEL V- - -----SERIAL NO. � —SIZE , MAKE OF DEVICE - p �yy DATE INSTALLED_ �V.�1E \ t q_' METER NO. LINE PRESSURE P�R�E.SSURE DROP ACRDSB FIRST CHECK VALVEP81 LOCATION OF DEVICE C71J 1��U\�� � �� �, \�� -'•. "�"���'�Y�.\ �\\ 1� DIFFLRENTIAL TEbT CHECK VALVE NO. 1 CHECK VALVE NO. 2 PRESSURE RELIEF VALVE' BEFORE REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT �� ' PSI CLOSED TIGHT CLOSED TIGHT RECUCED PRESSURE PART CLEAN REPLACE PhRT CLEAN REP, ACE PART CLEAN REPLACE NEW ❑ ❑ I ❑ ❑ ❑ ❑ PARTS ❑ ❑ ❑ ❑ 0 CJ ❑ ❑ ❑ ❑ Li AND ❑ f] ❑ ❑ G REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ REMARKS: TEST AFTER CLOSED T'Gtii ❑ CLOSED TIGI4T ❑ OPENED AT _PSI FF � REDUCED PRESSURE REPAIRS EQURED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE 7URN REPORT TO: �� TESTED BY_ __DATE L ;CITY E:NGIPMEWS OFFICE UNN:IPAL N..IO/Ma 200 WLL A9/NUE $GUTH REPAIRED BY DATE I1EN10N.WASHINGTON 99011 FINAL TEST BY _DATE. TESTER'S WASHINGTON STATE CERTIFIC� ON NO. -- i-- - a� c�'� U ,� { 4 9 . DAILY INSPECTION DIARY MC&S REPORT / DAY: t�1• di., DATE: J10 .6 WORK PERIOD: V,�-a.m./p.m. to a.m./P.m. WEATHER: (,Qtw TEMP. MAX 10 •F MIN L�°F PRECIPITATION: WORK ACCOMPLISHED TODAY: `iOLA't � 11 �� 'k ,11vtA\� t6tstt,t St+(11Gnt� [1Gdn Undr� ��� -�,orkri Ic+�n.•traT� ry t� —�� 1z„ (hrt4 �n1y dAo� 1 urn il, c4 tS th.*h v,1�r r d0+.4 . ie �oMht <'{U c�tl+t.ti �� Uctu�r � t Ornk p riDWrd Mt1n1 prpirly 6 aft ckoti. wdi. I,eµ t� Iv r rn, ne� t: nti tow✓ ,t� el? �' � �rf �n hie .4 n1p,� c..o (� 1 1L 114.,G at��ocfl �o1ac , ' t x_ �tn``nrrn �Ooth ``(osS SVam ►c rtrnt(FM Y6 WrtIcv put F j' ia, y Spt;n hit y h a di ^ vn1+c vnd► { � C �1gt.c ,r auii� r akn ��. �,o �' >t`Ariu 1►w- (btV 0 Yete+) 'F' S1eur et,t eti JAAw, /1fjuJA h -- — 0 k t{e, to rorn Fa W PK6y'I# t1,. p o-4 ,r 1 ec 7r, N K'd 14 �' ��., ,l..r, �� `t �,P .i,� G S`ih• P,W, t, ` ,, , Pt.>5 �c 1t�"ja i (49. e4i_P got end t,t.r X-4' &v- t• �� N , U • n C. " !A, a1,.ae fty.rf4r5 - C�L- e ' � TURE TN TOR GNATURE INSPEG SS ONA DATE: �II ::METRO " Municipality of Metropolitan Seattle ExdLirW Mg. • 821 Second Ave.,Seattle,wa ur9ton 98104 June 27, 1986 JUN 3 3 Mr. Kenneth C. Bindara, Chief suildinq Inspector Building and Zoning Department Renton Municipal Building 200 Mil i Avenue South Renton, Washington 98055 Renton Treatment Plant Contract II-B Buildino Permit #B-9993 Dear Mr. Bindara: The following comments are offered in response to your letter of May 12, 1986, concerning occupancy of the structures built under Metro' s II-B contract. 1 . Fire Department : A. Complete water system and have accepted by the water department. The system work related to this permit from 7th Street along the east and south plant property line to Monster Road has been in, tested and accepted by the City of Renton. Please contact Mr . Jim Benedict, C:,nstruction Manager, for any further details. The remaining water system rework related to the IIC Permit (B10712) will be performed by the IIC Contractor. This work is anticipated co be complete by November 1987. B. Install and test Fire Alarm System. This is a requirement of the IIC Contractor (Permit B10712) and will be completed within that scope of work by November 1987. C. Repave access road from Monster Road. This is a requirement of the IIC contract (Permit B10712) . This work is anticipated to be done by January 1987. Metro has maintained dual paved access to the new addition. Access 1 is along 7th Street az.d the east boundary of the S.E. corner of the new addition. Access 2 is along the new road off of Longacres Drive to the new addition. We also have access through the Treatment Plant from the front gate on Monster Road. Mr. Kenneth C. Bindara Chief Building Inspector June 27, 1986 Page Two 2. Utilities Engineering Division: A. Complete entire water main installation with Metro treatment plant and have final approval of City' s Water Department, Utility Engineering and Metro. The water main will be installed by the IIC contract (Permit 810712) and will be completed by November 1987 . 3. Traffic Engineering Division A. Provisions for future signalization of S.W. 7th Street Oakesdale Avenue intersection must be provided, and costs for this signal are to be shared between Metro and Washington Technical Center Development. On March 17, 1986, the Renton City Council voted to accept LID #332 for Oakesdale Avenue and S.W. 7th Street. Attached is a copy of the description of the improvements to be provided under this LID. Especially note "traffic control improvements. " B. Metro to provide one half of the right-of-way and build one half of Oakesdale Avenue S.W. along their north plant frontage. The Council of the Municipality of Metropolitan Seattle authorized participation in an LID to improve Oakesdale S.W. through Resolution No. 4236. This Resolution also authorizes dedication of a permanent easement for this purpose. We anticipate construction and granting of Right-of-way to be finalized by the end of 1987. C. Metro is liable for latecomer ' s fee before using the routes through the following intersections : S.W. 7th Street and Hardie Avenue S.W. and S.W. Grady Way and Powell Avenue S.W. Metro has not been advised of this condition prior to this time and question its relationship to the issue of occupancy per Permit #8-9993. D. Monster Road off-site improvements required as follows : curb, gutters - both sides, storm drainage, street lighting and sidewalks on one side. � w Mr. Kenneth C. Bindara Chief Building Inspector June 27, 1986 Page Three Metro is coordinating with the City of Renton Engineering Department and plans to upgrade Monster Road beginning in the fall of 1986. The improvements will comply with the requirements set forth in the June 23, 198' letter from Richard C. Houghton (attached) . If you have any questions or comments, please contact me at 447-6643. Very truly yours, G rrie Jackson Right-of-Way Agent GJ :nr cc : Mr. Jim Gray, City of Renton Fire Dept. Mr. Don Monaghan, City of Renton, Utilities Engineering Mr. Ron Olsen, City of Renton, Utilities Engineering Mr. Gary Norris, City of Renton, Traffic Engineering Mr. Dave Hammond, Metro Mr. Jim Benedict, Metro 17/08-09 ATIACItMENI A Oakesdale Avenue S.W. - S.W. 7th Street to Grady Way - 5-lane street with curb, gutter and sidewalk on east side. Paved shoulder and guardrail as required on west side, landscaping, street lighting, storm drainage, water mains, and extend storm drainage along Grady Way S.W. to empty into the P- 1 Channel . Right-of-way acquisition from Puget Power and Grady intersection and traffic control improvements and any other necessary appurtenances. S.W. 7th Street - from present western end of full development to Oakesdale Avenue S.W. - 5-lane street with curb, gutter and sidewalk on both sides, water mains, landscaping, street lighting, traffic control devices and improvements, storm drainage and sanitary sewers, and any other necessary appurtenances. Oakesdale Avenue S.W. - S.W. 7th Street to Monster Road S.W. - 5-lane street realignment. Landscaping, street approaches to the west and south along Monster Road S.W. are included and any other necessary appurtenances. Structures and hydraulic elements for crossing the P-1 Channel are included. The improvements shall include water mains, sanitary sewers, storm drainage and street lighting. Curb, gutter and sidewalk shall be installed on both sides of the street from S.W. 7th Street to Monster Road S.W. Sanitary Sewer Extension - new sanitary sewer from the existing Metro Inter- ceptor lying northerly at S.W. Grady Way will be extended north along the westerly margin of the P-1 Channel to Monster Road S.W. and the vicinity of the Container Corporation on-site waste disposal system and any other necessary appurtenances shall be included. i I i I 01' RA, U L LIOARD OF PUBLIC WORKS • RENTON, WASHINGTON i .dl p MUNICIPAL HUILL)" 4W MILL AVLNUL SOUTH HLNTON, WASHINGTON 96055 235-2569 Oq Y' b' O,pyTFO SEPZF0O0P June 23, 1983 I Mr. Raymond Drebin Right of Way and Property Supvr• METRO Exchange Bldg. 821 Second Ave, Seattle, WA 98104 Subject: Deferral - 1200 Monster Rd. Dear Mr. Drebin: I As you are aware on March 23, 1983 a deferral was granted for one year with several conditions. On June 22nd, the matter was again brought before the Board and the following determination was made: The Board found that Monster Road is the interim arterial in the vicinity and will be replaced by Oakesdale Drive. As a result the Board found that improvements beyond the street paving for Monster Road will not be required. The connection from Longacres Drive to Monster Road and sub- sequent paving of that section along with paving of Monster Road, and upgrading of drainage and site distance along the roadway, will be the only requirements. If you have any questions, please do not hesitate to call . Very truly yours, Richard C. Houghton Chairman PMP cc: Susan Solberg Dave Hammond i�:i i is i Diu -• 1 . Job Name Cp 2. Job Number ( •�kQ � - 3 . Location _- 4 . Item or Service Test + N I437t 5 . Location and Description 10,1)1,1, wa�taa+a4n �wm �Ak IJQU� 6 3000!—sier6- j13� aY �Urt'S 4 Valk E w4e.�a ! --�•�� a s 2 to 00 ( Sbv b u�Re! 6 . Pipe Material _10017 `• on, Till LU *A • 7. Pressures : Operating Spec Test 1,7 Actual 8. Method of Test Hime2folt, - 9. Test Medium NLQ 10. Time Start �aM Press. Start 132 Vol. Start ar Ia. Time Finish _ a _ Press, finish 23Z Vol. Finish 1 . Duration j0 nun p Pressure L Volume 12. witnesses : —�r---�— i. Contractor y$ �� App. Disapp. Signature Date _ ii. METRO L APP• El Disapp. a — Signature Date _ Tinlhy iii . Other Zirlof2fnau Unuil (44ea Pryc. App. Disapp. Signature ( h pE(w ' Date $/8/i6 N3(dlit 13 . Rema S : I ta4n I,4no Ujg, rested ar M p i o.W( ZQminuYte cn 81$/i?6 _ rye, less i>, pro,oim- 16r, A ahWnY 4d hyAinnY CUAAA 'v J44 4n ibc 'LlocA wnlim. /i6r akw'j b' 86. 7� . °� ("(,y $f12rd6. '��t�a :,hrvC man lint W�Hh aZ( �v1,nnV � �nty �k�l••a Jul+e in n oo hOn� ,•�t .•11 / .r,tr n� w �_0_"� , (r (I'Aid 5rcm-0 in � l�� y0'wh 1' - / HvA,unVC F 267t 14 f(511A I. a tj7 �5 IA,d(IU! -T 4.a/ ill S 2�a��un{l 4ev kc f(4 J. .a.•..k � n+V tit'. rvrj •d 2^ �•' t K 21141� C Iki ti' Yy� S-1, Aeey�7 , t A �S ilw S ra � f �� Z _4tk �eaS.ao o(1w I. �,i � 4 w•-7a) INW/ 5-84 METRO Municipality of Metropolitan Seattle CMF3365 ExdmuW BW • 821 Secnnl Ave.Sedde,W 15055 ��^6��04 15062 17-9 April 17, 1986 Mr. William Ogle Project Manager Brinderson Corporation 800 Monster Road S.W. 2 1°� Renton, Washington 98055 Renton Treatment Plant Enlargement IIC - Installation of City Water Main Dear Mr. Ogle: We have received your letter #910 and have the following comments regarding the content of your letter: 1 . Installation of CW (City Water ) and CW (Plant Water ) in a common trench with other piping systems is not an issue. The proximity of the CW (City Water ) main. to C3 piping system is. Brinderson letter #134 was a direct result of conversations between our inspection staff and you. Your letter along with CO #14 and CM letter #558 do not address the issue of separation. Our letter #558 accepted the common trench concept and requested as-built information. Furthermore, the burden of coordinating installation of the CW (City Water ) main with the City of Renton is Brinderson' s, not METRO's. Specification section 15062-3 . 01 is clear on the subject and you have failed to comply with this specification requirement. 2. Your as-builts do not accurately depict the installed condition of the piping as you have admitted in your letter #910. The as-builts in question were returned to you by our letter #3025. we are awaiting receipt of your corrections. Relocation of CW (City Water ) piping on the North Dike was a direct result of contractor initiated changes, not the location of the Dike as you have stated. Renton Treatment Plant Enlargement IIC- Installation of City Water Main Page Two 3. There are documented conversations between your staff and our field personnel pertaining to the subject of common thrust blocks. During the conversations, Brinderson staff personnel were told that common thrust blocks were not ac- ceptable. In addition, our letter #587 reiterates the un- acceptability of common thrust blocks . Your contention of implied accceptance by inspection is irrelevant. Specification section 00710-4 . 06 clearly states that inspection and testing by the Construction Manager does not relieve you of responsibility for errors or lack of quality. 4 . Where less than ten feet of separation exists between CW (City Water ) and C3 piping systems , you are directed to install the CW (City Water ) main in accordance with specification section 15062 and as shown on the contract drawing. You are further directed to provide a schedule for comple- tion of the above indicated corrective action and submit piping layout drawings by no later than April 25, 1986. We are awaiting acceptable as-builts so that we can det- ermine what additional corrective action is required if any. In conclusion, we do not share your opinion that the current dis- pute stems from the relationship of METRO and City of Renton. On the contrary, it stems directly from actions on the part of Brinderson Corporation and your failure to comply with specifica- tion sections 00710-1 . 05 and 15062 . Very trul yours, / s e is Manatruction ger JB:mos CC. Ron Olsen, City of Renton TS015 uJns t3I/J IR141) VnG. • ^` STATE TI ��jy'7yIN� d1. 1/,/'��) t 1 D. ATMENT OF SOCIAL AND H LLTTH SERVICES` WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION REAUVJSOUCIIUNS UN BACK Of GOLDENROD CL r It instructions are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY / YEAR 3 ` ,� , AM ❑ PM TYPE OF SYSTEM I IF PUBLIC SYSTEM.COMPLETE: APueuc 't ` Z, t L yRC e CLASS I.D. No. ❑ INDIVIDUAL Y 2 9 4 � J I.wM mry 1 n.Mm:N NAME OF SYSTEM •'w $PECTIC I OC111ON WHERE SAMPLE COLLECTED SYSTEM IAYMR/Mall NAME AND TELEPHONE NO. IY\+IG+Yn bV Y KIIOd.In..Y1M,IW111YN (^ 't?�Ysw.erLjr 1.�t -..L. .y,'N SAMPLE COLLECTED BY:(Ne") C�. SOURCE TYPE . El SURFACE ❑WELL ❑ SPRING ❑ PI;RCMASED C,OMBINAT)ON i �C OTHER SEND REPORT TO:INI H Full Noble,Adreas IW Zip Coat) '; -Zt ♦ '• WASHINGTON TYPE OF SAMPLE 1. ❑ DRINKING WATER ❑ Chlorinated(Residual check U"Amenl--It ❑ Filleted - I—I ❑ Untreated of Other 2„C� RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 4. THER(Speedy) COMFiGTE IF THIS SAMPLE IS A CHECK SAMPLE . PREVI US IAB NO PREIOUS SAMPLE COLLECTION DATE REMARKS �t LABORATORY RESULTS(FOR LAN USE ONLY) { MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE'. MPN DILUTION 'TEST UNSUITABLE ❑ Samplu Too Old XUU In, 1. ❑ Confluent Growth ❑ Not.n Proper Cor,ewer MF COLIFORM _ 2. LJ TNTG ❑ ins.rov!defic and lea,LI Read j + �UO ml Provided nPlease Read Instructions un Form FECAL COLIFORM 3. ❑ Erceaa Deoris ❑ MPN Cl Alf 4 ❑ ❑ A Ip ml i FOR PRINKING WATER SAMPLES ONLY.THESE RESULTS ARE. iATWACTO(W ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE TIME RECLWED— RECEIVED BY rJJ IIDATE iI PORTED LABORATOJRYy/�'.�/�W/��'yy�/'/ F \, REMARKS , - �• Ir+. .Q i WATER SUPPLIER COPY Us N 749 A F LJILDING i ZONING DEPARI .IENT PRE-OCCUPANCY INSPECTION REPORT DATE February 28, 1986 TO: DESIGN ENGINEERING DIVISIONBUILDING FINAL UTILITY ENGINEERING DIVISION FIRE DEPARTMENT TRAFFIC ENGINEERING DIVISION_ ❑LANDSCAPE/PARKING FROM: BUILDING 6 ZONING DEPARTMENT SUBJECT: METRO PERMIT NO. 8-9993 1200 MONSTER ROAD SW TYPE BUSINESS CHORLINE BUILDING The subject project Is nearing completion. Please Invesllgate your area of responsibility and Indicate below either your acceptance or corrections necessary by ,,,,a,.,, , ,oQrl In order that a C611ficate of Occupancy may be Issued. 9 no comments are received by the above dale, the Certr;.�•r� r n, hw Issued. TO: BUILDING 8 ZONiNG DEPARTMENT DATE FROM: P,N)L 600uR• DESIGN i UTi6iJ trf6a Nef. This project Is approved by this department subject to the following corrections: �U63EPt ti) CAM/lfTimJ GF EutleE ukh1%Cr+sN IN�TMiNtiarJ ar uirtn'sJ NE,(" 1"Mm rt Pu�� # F1Mµ lNSOfITlOr1 zy Cir, y 4ShifR 7EDf I.(TIUPI EKGR ; Hfrso I , DO YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATC OF OCCUPANCY? YES No Authorized Signature FOkH M 17n 8�.LDING i ZONING DEPART. _ENT PRE-OCCUPANCY INSPECTION REPORT DATE February 28, 1986 TO: DESIGN ENGINEERING DIVISION BUILDING FINAL UTILITY ENGINEERING DIVISION 13 FIRE DEPARTMENT aTRAFFIC ENGINEERING DIVISION ❑LANDSCAPE/PARKING FROM: BUILDING 6 ZONING DEPARTMENT SUBJECT: RLTRO PERMIT NO. II-9.93 120C MONSTER ROAD SW TYPE BUSINESS CHORLIN£ A]IILDIN,. The subject project Is nearing completion. Please Investigate your are& of responslbfnty and Indlt et a below either your acceptance or corrections necessary by m ur,. , ,ooA in order that a Certificate of Occupancy may be Issued. C no comments are received by the above date, the Cef tficate will be Issued. TO: BUILDING g, ZONING DEPARTMENT DATE FROM: I)r/4/Y This proletLITSbkTl c6WSU9eEBWoartment subject to the following corrections: PRE4=UPANCY INSPECTION REPORT REQIIRtE: W BILL ron,WM IftlfEttTppy ASOAT 011ER stla�eenn is l��a �f�.L DO YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY? YES NO I Authorized Signature 1 1 . 1 I 170 , L� � � _ 3�7��10 N 749Ar�; 1 ILDING A ZONING DEPAR' 'ENT PRE-OCCUPANCY INSPECTION REPORT DATE __February 28, 1986 .10: 9DESIGN ENGINEERING DIVISION EDBUILOING FINAL UTILITY ENGINEERING DIVISION QFlDF DEPARTMENT TRAFFIC ENGINEERING DIVISION 0LANDSCAPE/PARKING FROM: BUILDING 6 ZONING DEPARTMENT SUBJECT: METRO PERMIT NO. B-9993 1200 MONSTER Rona SW TYPE BUSINESS CHORLINE BUILDING The subject project Is nearing completion. Please investigate your area of responsibility and Indicate below either your acceptance or eoL.sctions necessary by �,nn ,, , ,oaa In order that a Certificate of Occupancy may be Issued. I no comments are recetvetl' b�above date, tho Certificate will be issued. TO: BUILDING 6 ZONING DEPARTMENT DATE FROM: A-Pr70uL 64auR - 1)ESffw • !Tjt m 1)(K. Thin project Is approved by this department subject to 9 following corrections: —11it5 W 'la ( K/tflio*I OF EpYitQ t4AIje F irlstr4ktia*i ars w'm'eJ �,Lt�1 ttkM r\irrt Qih*1� # flum- 1NSVErtjOrJ Zy <%17 S Uwma T)Wr �Tl�.lt'f fn�cR ; "mo 00 YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY? YES NC Aulhorlted Signature FOMM M 170 „ Municipality of Metropolitan Seattle W/F5-64 Ezdunr_Mg. • 821 Second Ave.,Seanle,Waduroon 98104 CM-3026 10-1 March 12 , 1986 17-9 I;055 �5062 Mr. William Ogle Project Manager Brinderson Corporation 800 Monster Road S.W. Renton, Washington 98055 Renton Treatment Plant Enlargement IIC - Installation of City Water Main Dear Mr. Ogle: This is a letter of noncompliance. We have completed a comparison of submittal t61, contract drawings, City of Renton standards and field measurements involving portions of the City and Plant Water Mains along wit-'a Cl, C2 and C3HP systems. I,ie piping as installed does not comply %_ch contract drawings or 'City of Renton standards. In addition, thrust restraint for the CW main does not comply with requirements of specification section 15062. Specific items of concern as are follows: 1. The centerline dimension between the CW main and the C3HP piping is about two feet. A minimum of ten feet of separation is required to meet City of Renton standards. Your submittal shows both 11' and 18” of separation. Piping installed with 18" of separation does not comply with City of Renton standards. In the areas where insufficient separation exists, you are directed to provide separation as required to meet City of Renton standards. You shall also provide documented as-built drawings once corrective action has been completed. . 2. In many cases thrust blocks, as constructed, surround the ZW main and adjacent piping is a common pipe trench. This method of thrust restraint does not comply with City of Renton standards outlined in specification section 15062. You are directed to provide approved, independent thrust re- straint for the CW main where common thrust blocks were used. Prior to proceeding, submit your proposed plans for corrective "ction. Very truly yo rs, es Ben ice_ onstruction Manager JB:moa �-no I, Municipality of Metropolitan Seattle W/F5-84 ExdwW Bw�g. • 821 Secad Ave.,Seattk,W dungtz,n 98104 CM- 3025 10-1 March 4, 1986 L-r'5062 Mr. illiam Ogle Project Manager Brinderson Corporation 800 Monster Road F,.W. Renton, Washington 98055 Renton Treatment Plant B•_largement IIC - As-built Drawing Deficiencies, City & Plant Water Mains Cl, C2 and C3HP Piping Systems Dear Mr. Ogle: We have completed a comparison of Brinderson as-built drawings and field measurements involving portions of the City and Plant Water mains Cl, C2 and C3HP systems. Your as-built drawings do not depict the piping as installed. Specifically, coordinates for angle points do not match and there are angle points not shown on your as-built drawings . You are directed to provide accurate as-built drawings. Ve truly y urs, J es B edicts onstruction Manager JB:moa Attachments MQ i 1 HCDYB-28 '►=mr=TR0 Municipality of Metropolitan Seattle Exdu W bklg. • 821 Se Ave.,Seattle,ll'ashington 98104 Cbi- cond 8 C.M-2883 10-1 13-2 (Sub. 61 ) 17-llc 15055 February 13, 1986 Mr. William Ogle Project Manager Brinderson Corporation 800 Monster Road S.W. Renton, Washington 98055 FEB 1 7 1W Renton Treatment Plant Enlargeir-nt IIC - 12" CW Plant Line and 12" CW City Line Installation Dear Mr. Ogle: Metro has been advised by the City of Renton Department of Public Works that the 12" CW Plant Line and 12" CW City Line, north of N1315 are unacceptable as installed. You are directed to expose all angle points and all thrust re- straint devices for these two lines north of N1315 so as to permit further evaluation of the as-built conditions. "e-py truly ours, / James edict Construction Manager JB:hcdya -A cc: Mr. T. Block - RN/CM Mr. H. Cody - RN/CM Mr. M. Oatman - RN/CM Mr. V. Threlkeld - RN/CM Mr. R. Olsen, City of Renton HCDYB0ll J °r RFC AM' ,� o PUBLIC WOR DEPARTMENT z p _ DESIGN/UTILITY ENU RING 235-2631 p i 0/UNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 pQ b O, 1q -eo SEPVE--oe BARBARA Y. SHINPOCH MAYOR February 3, 1986 Jim Benedict, Construction Manager c/o METRO 1200 Monster Rd. SW Renton WA 98055 Dear Jim: We have reviewed the asbuilt plans submitted for Water Project 749-R_ and they do not meet the City Standards as to location with relationship to the sanitary sewer lines or process lines. These plans have also been reviewed by the Department of Social and Health Services, and they do not accept them because they were not in accordance with original plans which were reviewed in their office. The location of these mains are on Sheets 10, 11, 12, 13 and 14. The locations of the asbuilts do not meet with the Rules and Regulations of the State Board of Health regarding public water systems, dated August 1983. In particular the Design Standards. The design does not meet with good engineering practice such as the cur �ent edition of Recommended Standards for Waterworks, a committee report of the Great Lakes - Upper Mississippi River Board of State Sanitary Engineers Departmental Guidelines. These standards are part of the Department of Social and Health Services Rules and Regulations for water supply. Also, in the installation of the main there were certain restrained joints used on the project that were un- acceptable. It was also noted that several section valves have not been installed per the original approved plan. These plans have also been reviewed by the Maintenance section of the Water Department, and they have stated the present location is unacceptable due to the main being located in such a way that repairing or replacing it would be next to impossible. The Fire Marshall 's office has also reviewed the plans and feel that the section valves are important and that the main should be relocated in such a manner to allow maintenance. Another portion I feel needs to be detailed (I am not sure if it is in Phase I or Phase II of W-749) is drawing #M3 Supplement to Sheet 1 of 2, which is the detector section valve system off of Monster Road. i afm Benedict METRO February 3, 1986 Page 2 Your expeditious attention to these matters will be gratefully appreciated. At the present time, the main on the north side of the plant will have to be relocated. If you have any questions on the above, please contact this office. Very truly yours, Ronald L. Olsen, Utility Engineer :mf OF RFti �y o PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 235-2631 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 99055 90 b, ogq"ED SEpltoaiP BARBARA Y. SHINPOCH MAYOR February 3, 1986 Jim Benedict, Construction Manager c/o METRO 1200 Monster Rd. SW Renton WA 98055 Dear Jim: We have reviewed the asbuilt plans submitted for Water Project 749-B, and they do not meet the City Standards as to location with relationship to the sanitary sewer lines or process lines. These plans have also been reviewed by the Department of Social and Health Services, and they do not accept them because they were not in accordance with original plans which were reviewed in their office. The location of these mains are on Sheets 10, 11, 12, 13 and 14. The locations of the asbuilts do not meet with the Rules and Regulations of the State Board of Health regarding public water systems, dated August 1983. In particular the Design Standards. The design does not meet with good engineering practice such as the current edition of Recommended Standards for Waterworks, a committee report of the Great Lakes - Upper Mississippi River Board of State Sanitary Engineers Departmental Guidelines. These standards are part of the Department of Social and Health Services Rules and Regulations for water supply. Also, in the installation of the main there were certain restrained joints used on the project that were un- acceptable. It was also noted that several section valves have not been installed per th, original approved plan. These plans have also been reviewed by the Maintenance section of the Water Department, and they have stated the present location is unacceptable due to the main being located in such a way that repairing or replacing it would be next to impossible. The Fire Marshall 's office has also reviewed the plans and feel that the section valves are important and that the main should be relocated in such a manner to allow maintenance. Another portion I feel needs to be detailed (I am not sure if it is in Phase I or Phase II of W-749) is drawing MM3 Supplement to Sheet 1 of 2, which is the detector section valve system off of Monster Road. Jim Benedict METRO February 3, 1986 Page 2 Your expeditious atten'ion to these matters will be gratefully appreciated. At the present time, the main on the north side of the plant will have to be relocated. If you have any questions on the above, please contact this office. Very truly yours, Ronald L. Olsen, Utility Engineer .mf CITY Of RENTON ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT 235-2631 CORRECTION NOTICE JOB LOCATED AT ht% 11lk.fFTVX2ff ?war / F10►KM§? 'RChD The following work does not comply w :h City codes and ordinances and must be CORRECTED and INSPECTED before this work can proceed any further. fWsNs Sw P_ +ir NuD 3cBR'g OFF I10NSi-A Q60 FIbN LON6htµ6.g DQiuE 10 NORM e4D of feo S*CT ( �N�Ef Uarc OG R►ADW/MS 4 FOB+ 61AS NAW(4 "60 p PMsw4( � -- 1+u�T 6 E v�sl o,►.E. '� SRnFc�c . 'R6nowr� hint ae c►�na er 104:= �•N. 1�,IlC, I DO NOT PROCEED WITH THIS WORK UNTIL ABOVE CORRECTIONS HAVE BEEN MADE AND APPROVED Inspector Date W16f P;r I 11 40 DO NOT REMOVE THIS NOTICE a A N 41NPOCH STATE Of WA4iNGT(KJ DEPARTMENT OF SOCIAL AND HEALTH SERVICES LI !UJ 217 Rne Street, Swte 220, 617.12 • Seattle. Wdshmgton 48 10 1-1549 December 9, 1985 DEC 1 1 1M City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Ron Olsen Subject: Metro Treatment Plant Location of Water Mains Dear Ron: On December 6, 1985 you presented for my review the as-built drawing of the water main on the subject project. The changes of the water main location on pages 12, 13, and 14 indicates the lines are constructed very close to the process force sewer mains (C3HP & C-2). This is not in accordance with the original plans which were reviewed in this office. The location of water mains close to the force sewer main is not acceptable design criteria, hence, it is this of fice's recommendation that appropriate corrective actions be taken to remedy this situation. Very truly yours, /0:0,0�, �� Moe R. Batra, P.E. Regional Engineer Water Supply k Waste Section M R B:cb �a OF RF tiT THE CITY OF RENTON Ux O BARBARA Y. SHINPOCH, MAYOR i� i FIRE PREVENTION BUREAU z � O,D MUNICIPAL BUILDING 700 MILL AVE. S. ■ RENTON, WA. 98055 / 235-2642 QD $q rEo SEPIEO'bP FIRE MARSHAL: JIM MATTHEW CHIEF; A. i "E WHEELER October 8, 1985 Sean Sullivan OCT 1 0 19d5 Doug Lent Mechanical Inc. 8700 State highway 3 Southwest Port Orchard, Washington 98366 Dear Mr. Sullivan: I am writing in follow-up to our phone conversation and yol:, request regarding clarification of the double check valves for the sprinkler systems at Metro Plant. Per Ron Olson, City of Renton - Water Engineering Department, the check valves are installed at thL ,oint of connection to city water lines at each point of entry into Metro Plant. This would eliminate the detector check valves in the sprinkler lines at the buildings. I am enclosing the City Standard Vault Detail showing the needed valve arrangement for the sprinkler supply line. The change for the Metro installation would be to substitute the detector check and by-pass with a straight or swing check val,,e. The remainder of the valve arrangement would be as shown. I hope this will help to clarify the valving for the sprinkler system. If you have any further questions, feel free to contact me at your convenience. i Sincerely, , A ES E. GRAY Fire Inspector JEG:mbt Enclosure cc: Ron Olson - Water Engineering i r Bremerton Natro4l Avpor 8700 Stale High"y 3 SWlhveW von o,chara,wae(206)674 n 2611 00 UG-L. .275CE mechanics/ Federal 0 a 91.0891679 DIJ October 1, 1985 CITY OF RENTON OCT 3 1985 City Municipal Building 200 Mill Avenue South Renton, Washington 98055 ATTN: Ron Olson RE: Renton Effluent Transfer System, ETS-lC METRO kW/F7/85 SUBJ. Double Check Valve Gentlemen: Per your request, I have enclosed three ( 3 ) copies of Contract Drawings G-9, G-14, and M-1415. These Drawings detail Cold Water Entry to the building from the 12" Water Main. Please review the Drawings and determine whether or not a Double Check Valve Assembly is required for Cold water Entry to the building. Please respond at your earliest convenience. Very ruly Sean Sullivan SS/rkd Enclosures cc: Doug Lent, Inc. ATTN: Howard Britt V:iAT-A" : _r'Auwt TO I OWN DAAOEta L rIAE. NS)r_u ��l� •—•1 r -1 V4/V G swiLk law PIPE Pt4iA!P4l/ a 5'• LM sww RLL wramTMIYI CD.0771O: Mtemmom PLAN ; 1 O rlNc GTsa MLR Li EAn VALVE VETO IMCAIN POST - Sn'Iwh On Aka1 ;�r 'Skutt, r ARID eLADNL ■�■ R.UC[D nt i r MID uArma. M.A. i rLY [•• a )la' A[nLTOA LTNta NET. Cam P.D.C. .H'T[CIOR Cl1ECa M 1'• ICT[A [QU)L TO HLASfY-EPANIL Nm LK CO. !'11" MEASLY +1 / FLY. K (TOR CK" ASSEMLY. 1A[TECTd1 WITH l•' ATPASA. ITPASS MVIYD 1 L VAIV[, 1'• ART" AND 1•' CM[cK CR1.R Y"WE VALVE VI ALL SMSS PIPIK AA rITTIK AS AWI DI Y1TH •�> � LNO1GTp PONT A' nj,HGED COUILIHG .AAITTN. EQUAL TO IOCMMCLL IMTCNxAitoHAL 012-0105ol-000 {L, HATE `1 UTAMT[l M Or[xIK SHALL At A" 1. OCAR V.MT IN PlA1)IML AREA 0' LAwctNN Pitt THAN THE URSID[ DIANTIER MDT is PAVING. ON THE 5 ). INSTALL GR VALVE IN YATEN LID[ SUrrIVIK mtL CHECK IV WG , A rt A A MA[U, THAT ID CLOSIK TM VALVE M THRUST PILL EXTEND 1101000M V ULT RPIK THE VALVE 4: -004PACTED POLYRM[LEM � VAULT[ NCN[ THAN )0' AWAY S[[ NOTE S .A. "+ ). PRE " At DUCTCL IAON CLASS $1. CYN[NT LINED. ••� •�. 'y, w a. TSMOMNY SUPPWT SMLI A[ RO- Y. VID[D VMpIN VALVES AT THE TIN[ '•� k.` ON INSTALLA)IDM TO CIPTtl THE ..1\• PIR IN VAULT Navin.AONA l [OWLET( IASYALLATION, M INS • A _A• TML Ttn SANY fUPPADS AM INSTALL CgNCRn SUPPONT PADS. `COIKN[T[ SUProRT MD S. CUT1" THICK S•• WIN LTHAPOAH AOC[ a IN ON EQUAL N A .[N[Tx FECES- SEEWY TO PIT THE SIZE M pin IM ELEVATIr S' R[CROA CHNLR VALVE T INSTALLED CCAITMRODCM OHNI SLLAWE RIE PLACE. Txi POAH IS CCHPACTEC TICMTLY AEM[x PIR AND VAULT WALL WITH ND"IN. LIGHTLY GADUT INTlAIM 10"a)IA". A'Ola•', P•.)IL, AAD1111D PIPE. PIA[wmcmN ad" ADD M17TR Al StHl" WATER STANDARD DETAIL CITY OF RENTON Am TO luLl DEPARTMENT OF PUBLIC WORKS 1' Yw1 LMLt WT, Asum.cp ro om Y. Tla.IT. I• rnr NII.IOWL TO KNH. WITMI NMI%WILn W Owe,ILLN Y Yll TMR. at rlllK TON MASSY) l .'.. ,. •. / ,it.,:6L r 1.6. TIK.LY LINO. I/ ,it.,: 1.nr Uro N Q .' e', 1'Y 4 WE W R. r v .IM1 IYIpTW wo' lOu.l 1C rUKlr CrWUK wil, COWL TO WWtL WIIYT-GUL ll] {WUTT MlU1K IY',�'.Y{"lllllll LKfa YMR LLil.11• l0W'- i0 W�Us.. .YSIT LL YKILU K. 1.RI UtITN. LYn YLR. q. 6N11R StK.W ro4 win Lr w4{ is LNN Llo.lq .MI.IIIL TW WC4 WLRS, fl. LlLLTt YII.L T[S, LOCIS M0 RY MEMO As IY11 Yln r Ilowt Wt..I. 1"Kn. la 6WYf ImImb owKI.LI. lW"Itr W rKlrlt Knl..1.IIYai Ms.WWI t'LLSLMII 1KI1. 1WLT 0. NOT if'f.•r-i LIM PLAN pl .Nun'W"TM s.IM I - ]'•)' MWIP STEEL run ISM. A^ Mw.siY S'•e".9-i*?--, CULL F re IWE'I COMNTl YYI/TS, IK. Y. /L b e. . '"TAll bt.tiM.l rON i ra IC rllt tOAI. TO ITI 10 Ito 11W, Cwm,,ln.n.tilt .0 Il TY l" rIR CUE"', WII. 11p7, 0.JN �t;��•;(M¢no rpWriw WRL � cWt.tTt (Wren."S) ELEVATION 10TI X t",tl"X III A 8"X I" 00UBLE CHECK VALVE ASSEMBLY I (CROSS CONNECTION NOT AT VAULT) WATER STANDARD DETAIL CITY OF RENTON 1,C)l TO V. l DEPARTMENT OF PUBLIC WORKS WbI 1N° MUNICi ALITY OF METROPOLITAN SEA'1 .E Exchange Building , 821 Second Avenue Seattle, Washington 98104 EFFLUENT TRANSFER SYSTEM - FORCE MAIN CONSTRUCTION ETS-3C AGENDA FOR PRECONSTRUCTION COORDINATION MEETING CONTRACT W/F15-85 SEPTEMBER 19 , 1985 * PERSONNEL INTRODUCTION - Jim Benedict * CORRESPONDENCE - Vern Threlkeld * MEETINGS - Jim Benedict * SUBMITTALS - Vern Threlkeld * QUALITY CONTROL - Jim Benedict * SAFETY PROGRAM - Jim Benedict * SCHEDULING/MILESTONES - Jim Benedict * JOB SITE CONDITIONS - Jim Benedict * PROGRESS PAYMENTS - Vern Threlkeld * CHANGE ORDERS - Vern Threlkeld * QUEFTIONS - Jim Benedict • Page 1 MUNICIPALITY Oe METROPOLITAN SEATTLE Exchange Bldj. , 821 Second Avenue Seattle, Washington 98104 k EFFLUENT TRANSFER SYSTEM - FORCE MAIN CONSTRUCTION - ETS-3C ATTENDANCE LIST FOR PRECONSTRUCTION COORDINATION MEETING CONTRACT W/FII15-85 September 19, 1985 yi M W e,G t r __� Gl hiot,��;tic — -f s—6 Sfo —RFsT �vT� c�_ /f TA Rag/Q'g- At m" 5j i R'e Rr QL�w/�p�w/ wriealYFl?1� �CoM�y, 3i1 SuPr`✓ I , ILI-,rrn r.nz nleiemuw R-2 64 Aeoow 6Rt pua- C�' 7 e0 'Rewno- 'No. U3ecr►- JM''� /�ODfR3eN NlAavuF�4cru�CC�cS Mi/ve�.g� Ci, O MpgErLlZ.o -GM G �' _ � <ly7- /Sa- 5 Page 2 MUNICIPALITY OF METROPOLITAN SEATTLE Exchange Bldg. , 821 Second Avenue Seattle, Washington 98104 EFFLUENT TRANSFER SYSTEM - FORCE MAIN CONSTRUCTION - ETS-3C ATTENDANCE LIST FOR PRECONSTRUCTION COORDINATION MEETING CONTRACT W/F15-85 September 19 , 1985 5- PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONLY - UNTIL VALIDATED PERMIT [NUMBER Location of Work Addrete INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sewer PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water _ (Public Right-of-Way) Water Latecomer FeesWater Ins /A p. pproval Fees Sp. Utility Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp./Approval Fees Date Issued Inspection Fees . Special Deposit - CASH BOND Expiration Date TOTAL FEE Description of Work and Number of Feet Contractor J Business License Address Bond Telephone IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELL HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALI 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for APPLICANT y inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU DIG BY} and lighting. 48-HOUR LOCATORS 1-800-424-5555 �&METRO Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave.,Seanle,Wash rgghm 98104 W/F15-85 CM-019 10-1 16-3 00710-2 September 12, 1985 HOC 6r,d R U Mr. Frank Coluccio �LEMgOWE Frank Coluccio Construction Company 9600 Martin Luther King Jr. way South Seattle, Washing�on 98118 Force Main Construction - ETS-3C 6 E P 1 6 1985 Preconstruction Coordination Meeting Dear Mr. Colu cio: To ensure initial coordination on the above referenced contract, and in accordance with Specification Section 00710-2.05A, B, and C, a preconstruction coordination meeting is scheduled for 2:00 p.m. , Thursday, September 19, 1985. The location will be in the Admin- istration Building conference rocm at the Renton Treatment Plant. Please notify your subcontractors of the above schedule. Below are names, phone numbers and addresses for: Richard K. Sandaas, Owner' s Representative Technical Services Department Municipality of Metropolitan Seattle Exchange Building, 821 Second Avenue Seattle, Washington 98104 Telephone: 447-5848 Terry Monaghan, Capital Program Superintendent Municipality of Metropolitan Seattle Exchange Building, 821 Second Avenue Seattle, Washington 98104 Telephone: 447-6621 James Benedict, Construction Manager Municipality of Metropolitan Seattle Renton Treatment Plant 1200 Monster Road S.W. Renton, Washington 98055 Telephone: 447-6876 Preconstruction Coordination Meeting September 12 , 1985 Page Two Supervisory Construction Management staff : Jim Murray, Supervising Resident Engineer 447-6952 Vern Threlkeld, Project Engineer 447-6874 Herb Carlson, Office Engineer 447-6952 Below, for your information, is the contact for the Renton Treatment Plant supervisory operating personnel : Forrest Butler, Facilities Projects Chief 226-3680 The line of communication te'.ween Metro and Frank Coluccio Construction Company will be through the Construction Manager, in accordance with the contract requirements in Section 00710-2.01C. James Benedict Construction Manager M :ni.:ipality of Metropolitan Seattle 1100 Monster Road S.W. Renton, Washington 98055 Attached is the proposed agenda for the meeting. We are looking forward to working with ycu on this project . Please call if you have any questions or comments on the enclosed agenda. Very truly yours, a es Bene�7ict Construction Manager JB:vtd Attachment cc: Howard Bacon, Burlington Northern Bob Bergstrom, City of Renton✓" M.A. Juneto, King County Surface Water Management John Gardener, Container Corporation of America Metro - Seattle Metro - Renton DOE Jane Bogle - 72 Bill Burwell - RN Rosemary Walrod Mel Dodd - 63 Forrest Butler - RN S.K. Chung Jay Handley - ET Dick Finger - RN Charles Meyer Carl Johansen - 63 Dick Sandaas - 63 URS Company Terry Monaq` sn - 63 Matt Harris - 66 Milton Odo - URS Ray Falkner - 63 Dave Swenson - ET MUNICIPALITY OF METROPOLITAN SEATTLE Exchange Building , 821 Second Avenue Seattle , Washington 98104 EFFLUENT TRANSFER SYSTk'?, - FORCE MAIN CONSTRUCTION ETS-3C AGENDA FOR PRECONSTRUCTION COORDINATION MEETING CONTRACT W/F15-85 SEPTEMBER 19, 1985 * PERSONNEL INTRODUCTION * CORRESPONDENCE * MEETINGS * SUBMITTALS * QUALITY CONTROL * SAFETY PROGRAM * SCHEDULING/MILESTONES * JCB SITE CONDITIONS * PROGRESS PAYMENTS * CHANGE ORDERS * QUESTIONS OF R4�''L PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 a MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 99055 90 m OggTep SEP�E�ze BARBARA Y. SHINPOCH MAYOR September 12, 1985 Metro Exchange Building 821 - Second Avenue Seattle, Washington 98104 ATTENTION: MATT HARRIS SUBJECT: EFFLUENT PIPELINE ET5-3C Dear Matt: Thank you fur you submittals. I have signed and approved the papers need- ed for your permit application. Your work is approved subject to the following items: 1. A preconstruction conference io be held in the Renton City Hall or at Renton STP prior to any work. 2. A bypass r ad constructed and temporary bypass traffic signage instat- led and approvau by the City hefore sewer pipe construction work crosses the City streets. 3. No closures on Monster Road until after the Longacres Race Track closes for the season, about October 15. 1985. ,, 4. Provide the City with the name, address and a copy (if your contractors City business license. Please keep in touch with my office as your project advances and transmit your tee payment in accordance with your letter of September 12, 1985. Very truly yours, G+' C Bob Bergstrom Engineering Supervisor BB: cc Attachment A'1T� r PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASKINGTON PERMIT APPLICATION ONLY - UNTIL VALIDATED NUMBER /O`me f r ,r <...' Location of Work 11 Address - 7 rn:w w - •^ c �� !%t INSPECTIONS FEES CONSTRUCTION Side Seer Storm Sewer PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water Water Latecomer Fees (Public Right-of-Way) Water Inap./Approval Fees Sp. Utility Conn. Fees - Sewer - "' Sewer Latecomer Fees Sewer Insp./Approval Fees �r Date4g$Ued. Inspection Fees L"" � 1 A Special Deposit - CASH BOND , Expiration`ta'te TOTAL FEE ' Description of Works / and Number of Feet �� 'tA�� ��' 4, 0)p( I, FX P !1 .a....� —{ Contractor Business _ License Address Bond 1 T , , Telephone 1IT�IS UNDERSTOOD THAT�Y r& OF RENTON SHALI. B� Al LD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK- ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPEC"ION. ` Call between B AM and 9 AM for APPLICANT inspection in afternoon) call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. e CALL 235-2620 for street signs CALL BEFORE YOU DIG BYJ.� / ! 48-HOUR LOCATORS and lighting. 1-800-424-5555 s ;:mETRO Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave.,Seatde,WashiN"98103 W/p5-84 CM-1650 10-14 August 23 , 1985 Mr. Ron Olsen City of Renton 200 Mill Avenue South Renton, Washington 98055 Renton Treatment Plant Enlargement IIC - Watirline Work Status Report Dear Mr. Olsen: This letter is to update you on the status of the waterline work at the Renton Treatment Plant. We understand that Brinderson has obtained the necessary permits that the City of Renton requires. You forwarded to us a letter from the Department of Social and Health Services . Attached please find our response to Mr. Batra on the present status of this project. The invoice for the fee for the Department of Social and Health Services has been rectified be�,geen Mr. Batra and Metro and the corre�_ed invoice is presently being processed. During September we plan t3 get together and review the present plans, and installation to close out your concerns on the overall in-plant water system. Very truly yours, WZ1 ij asdrtms, wa Vladimir Khazak L' Construction Manager VK: jbw /J, Encloskres AUG 2 T 1985 MW/049 {► t 4hIkIPmr=TRO Municipality of Metropolitan Seattle ExduW Bldg. •a21 Second Ave.,Seattle,Washington 98104 August 23, 1985 Mr. Moe R. Batra, P.". Regional Engineer Water Supply & Waste Section Department of Social and Health Services 1312 Smith Tower, B17-9 Seattle, Washingto„ 98104 Renton Treatment Plant Enlargement ProjectF Status of Water Line Work Dear Mr. Barta: To confirm our phon conversation, this correspom.erce is to bring you up-to-date conce ni -g the status of the construction of the city water line on Metro's Renton Treatment Plant jobsite. For your reference, please find attached the comprehensive plan layout for the overall , !ant system. The blue highlighted work was performed by two separate contractors from May 1984 thru February 1985. This protion of the system from the 7th Street and Naches intersection connection, down 7th Street, along the east portion of the jobsite, along the south portion of the jobsite and the connect to the Renton City line on Monster Road, is complete. The work has been installed, tested and disinfected to the requirements of the City of Renton. The pink highlighted work is presently being installed by the IIC expansion contractor. These lines have been tested, but not flushed and disinfected. These lines have not yet been tied into the present system. The orange highlighted work will be installed during the ongoing construction processes thru the next year. Upon completion of the related systems theGe lines will be tested disinfected :end flushed to the City of Rent,)n requirements and then tied into the presently installed systems. h Status of Water Line Work August 23, 1985 Page Two The green highlighted system will be installed in a future contract not yet defined. However, Drk is anticipated to be complete by 1988. The above information should complete the status information you requested on June 14, 1985, from the '-'ity of Renton. Verry truly yours, "l 6''V3adimir Khazak Oonstruction Manager VK: jb Attac ent cc: City of Renton - Ron Olson JB2J-011 \ q 1 AAlk t RENTON TREATMENT PLANT FIRE PROTECTION SYSTEM ' e W-749A/SH7 b [ If WATERLM / i. ..a....:.... w y [1MTIN It CITY 1Ya[II L1N[ n............. .... .[}.��• _ ............ ... i �• O[IYTENWO[UKdN • f NOTE• 2 —� ' LEGENDI i ear s e V"GTr rATEY LYE i W-749A/SHTS 4-10 r.«. .~, COT rATEe acN1•r111c 9r 1 [ csx rncra-corL[r[erw9r..T9e• EXISTING WET I \I' e.Tr.-fll<cn•IMG 9111 E i WATER eT ET TAW or-COIrEFTE NOV..I N. W-749A/SHT 11A22 CONTcav RAcTORIERcrcO[NUTE p AN9..INe 1 KE NOTE 5 I / - t` S - '� ,✓�`{ M1 L nr • fMIE Nrp11ANi f1 ' W+7J9A/SHT 12 [tETN1[ C30 Cf NTfe rArc Nrpuxr l� H. [ °� —w-749A/sHT 13 NOTES: .�'Y�: 1 Kt RH[r[F[Y II•INC[II.LI R CIAY Y,;d se nu naN. 'yTCYT '� < T. Nn Nr9NA.Ts ew.0 N«xcx u•1 Tr1E .r,• N• YIrN ypwnoN urt vAaw 19a eENroN tl..s. ���� �- cYu.sw r9nrlunaNs. rNE wcurn EaA1 I WRA""R ANN rxc 1 a xrowlT TO N WTALLEO Ycl.rewlcE ewlnxo enecR A TER. e • NILt.[CCMIIfLT®TO TI[ I`.RNTd. \ 9r t 9 NrrlutrM rw onln.wc w1u1w NIu Nm NE ww[uNm. N'/MN.,EN[M(O TO WI c NEanro cm OR wiwli�1N11 As r• 48A/9HT 14 NEDO4e W,W,r W&A.w[ve.m [ r � r. lu•r rACILInEA ENE�nNIre er cxN.+c.NN t - /� Eccum LANCE 91Tx 1fTeANEe b e.Ne[• r -i mil' NowO AINUC IxTNMN111110 WE NOT[e 497 [.e.rIN snLL!♦ I T I YN,991�tl/{/'9N uuN4 nucx wo Y•Ieva wrNwNcc. a[ / rNNo<rr N.xwL.cwsc un Lac.Teo L yo o T v.Ac ACcxes•s.n 91E 11OTE 8 / (1IS 11K[)1NN[xrONYrS rO Ne rOVEO. / O'C148A/MnJ.S— APPROVED FOR CONSTRUCTION W-748A/SHT 20322 ftyI 3 �' `--✓r1-748 10 +W-749A/SHT I CF 22 Ef from Ott + ,yes��..� y 7 [Y-749A/SHT 19 Ir w, n[[Ii.a, su.t sccvolw - 1 AN 1... L ... T BROW N ANo r 1130CALOWELL 4 — L--,� F.[oo• M FIRE PROTECTION BTBTEM L COMPREHENSIVE PLAN 9�mT� vn .;,,,i,, s/•ti'F" - [- FINAL LAYOUT G I t 1n1� M rE.�E.1• r. 8 t { • M kr P` BR9400lioN CORPORATHM August 1 , 198S BRINDERSON PLAZA 19700 fairchi d•Box 19619 rvaie,GNbmla 92715 (7141 752-5100• (L%381491 City of Renton CORPORATE HEADOUARTERB Department of Public Works City Hall Renton, Washington 98057 Attention: Ron Olson Reference: Renton Waste Water Treatment Plant Enlargement IIC - Solids Stream Subject : Security Deposit Gentlemen: Enclosed please find our check number 5220, in the amount of one thousand dollars ($1,000.00) , which serves as the cash security deposit for the tie-in work involved at Monster Road on the above referenced project. We understand that this check will be returned in full upon a successful, completed tie-in. Very truly yours, BRINDERSON CORPORATION VS( — 4� William Ogle Project Manager 140/SK/dgs cc: Operations D. Stovall rnw a„:- file �"f1i"'"p attachment AUG 2 1G85 elect Renton WWTP u0 Monster Road SW, Renton, WA 98055(206)235-2151 National constructors 1 ?r ,s OF ��ti o PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 9 235-2631 i o .>R MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 90 �, 014'eo sEP'(E06 BARBARA Y. SH!NPOCH MAYOR July 29 , 1985 Metro 821 - 2nd Avenue Mail Stop 6b Seattle, WA. 98104 Attention: GerriE Jackson Subject: METRO WATERMAIN EASEMENT Dear Gerrie: The north side 12" water loop ar(nd the Metro STP Plant is required to be installed to increase fire rlows for your development and to give better reliahility and fire protection for the Plant. This 12" main will be tied directly into the City system w hout meters and therefore will be maintained and operated by the City of Renton. To accomplish and meet insurance (I.S.O. ) requirements any water lirr or appurtenances on a water 'sine, have to be covered by easement and the assumption of maintenance by Rill of Sal- . Enclosed please find a copy of the City of Renton Standards, together with Section 3-243 of the Renton Municipal Code, governing the grant- ing of uti'sity easements and Bills of Sale to the City. I hope this answers your questions relative to the Metro Treatment Plant. If not, please do not vesitate to call me at 235-2631. Cincerely, k�.,ert E. Ber Strom, P.E. Engineering Supervisor AH: cc Enclosures �cc: File W-749 BRINDEABON CORPORATION May 29, 198 S BRINDERSON PLAZA 19700 Fairchild•Bw 19619 N.C&MOrnla 92715 !)7SR5100•TLX M1491 City of Renton 00Rn3RATt HEADQUARTERS Department of Public Works Renton City Hall Renton, Washington 98OSS Attention: Ron Olson Reference: Renton Waste Water Treatment Plant Enlargement IIC - Solids Stream Gentlemen: Confirming our telephone conversation today, enclosed please find our teck in the amount of nine hundred dollars ($900. 00) , payable to the City of Renton. We understand that the City's acceptance of this check fulfills Brinderson Corporation's obligations for all permits and fees associated with the installa- tion of the city water lines for the above referenced project, including but not limited to inspection, sampling and tie -in costs. ? Very truly yours , BRINDERSON CORPORATION Steve Kralicek Assistant Project Manager cc: Corporate METRO file enclosure: Check #51S9 Project. Penton WWTP 800 Monster Road SW, Renton, ",,, 4e_,c.�,`23,2151 National constructors PUBLIC WORKS DEPART^' 'J BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONLY — UNTIL VALIDATED PERMIT NUMBER Owner F1 Location of Work Address <6AP 6Zti Z "° AvcN,f� - INSPECTIONS FEES CONSTRUCTION side Sewer Storm Sewer PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water (Public Right-of-'.:ay) Water Latecomer Fees Water Insp./Approval Fees � r Sp. 'Jtility Corr. Fees - Sewer 51z9igs Sewer Latecomer Ft�s Sewer Insp./Approval Fees Dade Issued Inspection Fees Special Deposit - CASH BOND Ex; iration Date TOTAL fEE i Description of Work , and Number of Feet � N"t' ; - - „J ;f p , - ? U .'W - 749 $ . Contractor Business )Rtd9t4so4 jOProRAi�pd „ License ?`Iy Addzeas �—' `Bond 197W- �ItftZtNli 0 IeviHE Telephone � CAtt(ORaIA Qi � IT IS RSTOOD THAT THE CITY OF RENTON SH.UL BE HELD HARMLESS OF ANY AND ALL LIABIL.=r, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 3 AM for APPLICANT inspection in afternoon; call before 12 Noon the day before for inspection in morning. IOBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU and lighting. 48-HOUR LOCATORS 1-800-424-5555 1 PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTONPERMIT j i APPLICATION ONLY - UNTIL VALIDATED NUMBER Owner - Location of Work Address 1200' Mpwsic ti ono 8 2 AVENUE tifm�ie - (};111s�� 48ip4 l�en'tw1 'fr,ea!frne„!' �{' a„1' - I INSPECTIONS FEES CONSTRUCTION, Side sewer _ Storm Sewer PERMIT V Right of-Way Construction Sp. Utility Conn. Fee - Water J (Public Right-of-Way) Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer 57/Z9/$fi Sewer Latecomer Fees Sewer Insp./Approval Fees Date Issued' Inspection Fees S/Z9/5� Special Deposit - CASH BOND 'A7 " I Expiration,Date TOTAL FEE Description of r. �T�C �NitAtµ} �p�J �f R P PfPOu{D Plr�� 1`I4 ' 74q Y' " and Number of Feet Contractor T Hueiness nRINDfRROr/ (oreonfMW -=P License 1q Address - r Bond , _ Telephone J IQ�iN( �Atl![!i'AIA 92"jl ISM °' In IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY. DAMAGE OR Ili7UR1r ARISING FROM THE PERFORMANCE OF SAID WORK. i ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE nONL BY LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL ":35-;631 FOR INSPECTION. L . Call between 8 AM and 9 AM for APPLICANT �-i t 14/y'!lt ^40,- inspe.tion in afternoons call . before 12 Noon the day before ior inspection in morning. - PUBLIC WORKS DIRECTOR SPECIFY TIME-FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU DIG BY t1)7^ 48-HOUR LOCA10R5 and lighting. 1-800-424-5555 is IMMMERSOM COMWAT August 1 , 1985 NNI aRINDERSON PLAZA 19700 Fsilthllp•Opx 19619 IIAM 92715 City of Renton (714)752-5100•TLX M N91 Department of Public Works CORPORATE NEADOUARTERS City Hall T,Onton, Washington 98057 Attentic^: Ron Olson Reference: Renton Waste Water Treatment Plant Enlargement TIC - Solids Stream Subject : Security Deposit Gentlemen: Enclosed please find our check number 5220, in the amount of one thousand dollars ($1 ,000. 00) , which serves as the cash security deposit for the tie-in work involved at Monster Road on the above referenced project. We understand that this check will be returned in ful? upon a successful , completed tie-in. Very truly yours , BRINDERSON CORPORATION &_1 W_ William Ogle Project Manager WO/SK/dgs zc: Operations D. Stovall file Enuam.:1 f'1 att6chme,it AUG y 2 1pA5 pro�eef leap. am Mopgel A SR055(205)235-2151 National Consiruclors .,ERSON CORP. �AONSTER ROAD S.W. SL7 ZO RENTON, WASHINGTON 99066 19-29/1750 RE onnEn City o}. Renton Department of Public Works RnEp OF + P " 1 -_ - ' - P - - - - - - -One Thousand_ Sollars Rid no/100--------------------- RA - ..------ DOLLARS No" n,vuMe Soft 0%I"H �N1. Bank 8.1411,w•,11y4w."011 roR Secu ity De osi� - _Tie- In E l �� monster roaB __ . 11•00 5 2 2011' -1: 1 2 5000 2861:0b 3 2 1 9 2 7u' • .. zss-:�sr 6qd R, s EngineerenW i May 21 , 1985 51101 .12 (15/18) Mr. Ron Olsen CITY OF RENTON 200 Mill Avenue S. Renton, WA 98055 Subject: Steel Clamp Thrust Restraint on 12" Ductile Iron Water Pipeline near Ron: This letter is in response to your request for RH2 Fnginaering to review the suitability of using a "R-line Systems" Model 8-3134 clamp to restrain a 12-inch diameter 90 degree bend on a 12" ductile iron pipeline. We understand that a contractor has used the "B-line Systems" Model B-3134 and two shackle rods to restrain a 12-inch diameter 90 degree bend on a water line extension for Metro. This configuration is not in cor urmance with the City' s standard concrete thrust blocking requirements. We reviewed the clamp and shackle rod configuration for its abili*y to provide the same level of service as the concrete thrust block assembly currently being used as a standard by the City. It is our conclusion that the clamp and shackle rods are not an equal method of restraining the 12-inch 90 degree bend. Our conclusion is nased on the following: 1. Corrosion o' either the clamp or the shackle rods will reduce the thrust restraint capability of the system. Galvanized coatings, frequently used to eliminate this problem, are easily damaged during installation and trench hackfill ; and, therefore, are not an equivalent solution to the material corrosion problem. 2. Installation of the clamp may have damaged the asphaltic coating on the exterior of the ductile iron pipe , thereby exposing bar- iron to the corrosive soil . 3. If the installation of the clamp has damaged the asphaltic coating on the pine, the dissimilar metals may produce a galvanic reaction that will corrode and ultimately reduce the strength of both the pipe and the clamp. 1410 Market Street,P.O. Box 1180,Kirkland,Washington 98033(206)827.6400 Mr. Ron Olsen May 21 , 1985 Page 2 4. Tightening of the clamp may introduce local stress into the ductile iron pipe and reduce the pipe's ultimate hoop strength. 5. The frictional coefficient of the clamp/pipe interface which determines the load capability of the thrust restraint system is influenced by many factors, including soil and grease. Since these installation detai.s cannot be controlled by the City, the City has rio assurance that full restraint is developed. It is our professional opinion that this steel collar assembly is not an equivalent substitute for a City standard thrust block . We recommend that the City require this restraint system and the pipe wall in the vicinity of the clamp to he examined for coating and structural damage. If the coating has been compromised or damaged, the old coating should be rermovcd, the metal cleaned, and new coating applied where necessr.•y. If there are signs of structural damage to the Ptipe , the damaged pipe section should be removed and replaced. We are available to discuss this matter further if you desire. Please contact me at your convenience if you have questions or comments. Sincerely, RH2 ENGINEERING, Daniel R. Fivin, P.E. (+ ' STATE OF WASHINGTON S STATE OF Wf SWAOTON � DEPARTMENT OF SOCIAL AND HIALLY11 IVICES DEPA! PIT OF SOCIAL AND HEALTH SERVICES I WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTONS ON BACK OF GOLDENROD COPY SAMPLE COLLECTION. READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. It instructions are not followed,sample will be raiec aid. i DATE COLLECTED TIME COLLECTED ICOUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME--- MONTH DAY YEAR : � MONTH DAY YEAR L\ 4 5 1 S e AM ❑ PM V6 5 ( f AM ❑ PM k"N6 �,../TEYPE OF SYSTEM IF PUSLIC SYSTEM,UUWVLtTE TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. �pJ PUBLIC CIRCLE CU55 PUBLIC CIRCLE CLASS I— ❑ INDIVIDUAL �•D. No. g C� O L ©z 3 4 ❑ INDIVIDUALI•D. No. 8 S O ILp ...+.Wxr I.aamcr NAME OF SYSTEM NAME OF SYSTEM SPECIFlC L AI ION WHERE SAMPLE COLLECTED SYSTEM OWE[R1i NAME AW TEIEMOt 40 SPECIiI[ 1111 WHERE SAMPLE COLLECTED$YSIE4 DMERr MCA NAME AND IELEROM NO Ir nwr m yr Kroh,rw WIP.N ONNlI, Iw r ..I.u.uw rmmrm M•7M• a\Ak7O �YqL►rrrRFV PI Y �tYrA1c kYA,c nxc �WA�Y HIMaiI Gw N t785 /E. T74T ( ) _ I 1OF"Am SAMPLECOLLECTED BY:(Harrell $AP OLEC DBY. Nam"M) �N7 N'R'�AUL K FptAft INStctoW_ ABiLAL ICAFout, 1NS�cROY+ SOURCE TYPE SOURCE TYPE ,._,c G SURFACE ❑WELL ❑ SPRING ❑ PURCHASED pEC-OMBINATION ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED CO R MBINATION /ter_—OTHER or OTHE SEND REPORT TO:(Wm1 Fell No. Aodrasa am DP Coal SEND REPORT TO IPnnl Fun NMa.Asoraaa Are Zip Corte) ICIl� Its '�errE . Llk>. ' ySI..O _ CIIr DG l�il rr�yrE 194�+ _ _ 3SS5- tic 21 It ���� (— � 3551y� NE Z"a" SAr �Q..Y1orY WASHINCTO&,>ZOSb ��rY�1.1 WA.SHINGTON��� TYPE O°SAMPLE TYPE OF 5.4MPLE ICIYcx „ vi.,n rru.cWumM ICMc.mir WM,n 1M.cDlumnr 1. ❑ DPINKING WATER (❑ ChlorinaAeo(Pesioual:_Total_,Free) 1. ❑ DRINKING Wf'OR ❑ Chlonnaled(Resloual.,_Total,__Fh"I cle.:k Irsarment—Et CJ Flllared CMCk Ireatmenl--)t ❑ Filtered ❑ Unheatad or Utter ❑ Unhealed or Other Y. cs�❑�) RAW SOURCE WATER 2. wee❑jwwE RAW SOURCE WATER 3. NEW CONSTRUCTION or MfiBa1M6 3. ISO NEW CONSTRUCTION or RWMAS 4. OTHER(Specdyi 4. D_OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS(AS N0,_ PREVIOUS IAB NU PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE _ REMARKS: REMARKS Srrtis 2 e� _S�HA 6_41 I of 6 LABORATORY RESULTS(FOR LAS USE ONLYI LABORATORY RESULTS IFOR LAD USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN COLIFORM STD PLATE COUNT. SAMPLE NOYTESTEO BECAUSE: /A BECAUSE'. �51w.Hn.os /nn j,[�5 wwr wan,.. �rtn MPN DILUTION TEST UNSUITABLE !❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old '100 m1 1. ❑ Conflueol Growth ❑ Rollin Proper Container /100 mi 1. ❑ Confluent Growth ❑ Not in Proper Container MF COLIFORM MF COLIFORM $. ❑ TNTC ❑ PlOvIded— lease allonRead 2. ❑ TNTC ❑ Insu ded—fc,ent l ease ReCin ad _�/Up Im Pmwded—Please Read IDO rill Provided—Please Read Instructions on 'orm instructions on Form FECAL COLIFORM 3. ❑ Excess DeOris, FECAL COLIFORM 3. ❑ Excess DRDns ❑ ORION ❑ MF 4 ❑ El El MPN ❑ MF 4 ❑_ ❑ IUU mI FOR DR KING WATER SAMPLES ONLY,THESE RESULTb ARE'. FOR DNWKING WATER SAMPLES ONLY,THESE RESULTS ARE ATISFACTORY ❑ UNSATI SATISFACTORY L3 UNSA ACT RY SEE REVERSE SIDE OF GREE ATI CT S ^SEE REVERSE SIDE OF GR TSB "ONO DATE.TIME RECEIVEp— RECEIVED IN LAO NO DATE,TIME RECEIVED— RECEIVED BY _l1'� �I`�Ll�� �-0— DATE REPORTED L. ,J TO r DATE REPORTED U pA Y S ! AM TEST INC. . 1 TEST INC. REMARKS REMARK$ 4900 91h Ave. N W, 4900 91h Ave N. W. WATER SUPPLIER COPSEATTLEr WA 98107_3697 WATER SUPPLIER COPYMATTLE-' WA 98107-3697 STATE OF WASHINGTON f STATE OF WASHINGTQN DEPARTMENT OF SOCIAL AND HEALTH VICES DEPAR IT OF SOCIAL AND HEALTH SERVICES / WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOIOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It instructions are not tollowed,sample will be rejected. It instructions are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECT ED TIME COLLECTED COUNTY NAME rAONTN DAY .YEAR ALL MONTH WY YEAR E1 Y1'l 0 ) AM ❑RPM K�w4 S 17 p5 J{A_M- .❑�LPM R� E�Y TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC 6YSTEM,COMPLETE: MPUBLIC C-RfIE CLASS IRCIE CI AaS Y' ❑ INDIVIDUAL I.D. No. PUBLIC I.D. No. ^INDIVIDUAL 7 l 8 5 p L 1 2 3 1 ❑ INDIVIDUAL 5 L 1 2 3 K Iwrw a,ur.,N,Wrwl NAME OF SYSTEM NAME OF SYSTEM E'1 Z 6 wto TJ C 111 0i 'R F N'CQ>AI SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSTEMOMFA/EAOI NAME AND TElEM 0 9 NO SPECIFIC LOCATION WHERE SAMPLE COLLECTE SYSTEM 01YMA/k%k NAME AND TELEPHONE NO ,rca.,w a.tins.rn.wm.ra.,um „eo Is x ma 'it".—"" p-)iiI Hot* ZQEPrcEZ., �QET1Lc �yA� W•749 RMEVw'leegk►wLY(t ReMnit 1'1YA"!S NyA(..� P N14t4 �� ta2t ) 4 - ? VILIAl,alp N \445/£ Itea ) 7-5S- 7644 AMPLE COLLECTED BY:fNArt.H 11iAMPLE COLLECTED Eff I""' A%mdw (,Aftuo IMttaGey", _ AB96ul Cif- u& 6h7p me*- SOURCETYPE SOURCE TYPE ❑ SURFACE ❑WELL ❑ SPRING ❑ PURCHASED CRC)OMTSIIERTION ❑ SLRFAC . ❑ WELL ❑ SPRING ❑ PURCHASED ❑ W LTHERTION SEND REPORT TO:IFbe,F. nrm.Admas AM A Coal SENAREPORT TO prmr Furl rvame.AIM a nP CWeI rc, i n�nr1a. UlatZ. Tf l it T of 4t+Ltay. ellla�. ,�r11 '355S-' NE_ of-, St of �55�' FIE 2-' st `_eR WASNINGTON�� DS rp \ WASHINGTON_ o5d - TYPE OF SAMPLE TYPE OF SAMPLE Iclnk-1.�ax,w n Il,u ca„mnl rcr.n mil on.�mu caumnl 1. U DRINKING WATER ❑ CMamateo(Res.dual..ToNd_FrrmI 1, DRINKING WATER ❑ Chlorinated(Reslouat--Total_Free) Check treatment—► ❑ Filtered CMCk treatment—+ ❑ Filtered ❑ Untreated or Other __ ❑ Untreated or Other- P. ❑ RAW SOURCE WATER Z RAW',OURCE WATER 3. IpO(� NEW CONSTRUCTION OIA60,1 N40 3. NEW CONSTRUCTION orA~S 4. IJ OTHER(SpecdY). 4. LJ OTHER lSpecu y) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE -- COMPLETE IF'.MIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAB NO_ PREVIOUS TAB xU PREVIOUS SAMPLE COLLECTION DATE _ PREVIOUS SAMeLC'.OLLECTION DATE REMARKS ._ REMARKS'. LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS IFOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN COOF7RM STD PLATE COUNT . SAMPLE NOT TESTED BECAUSE: 'I / BECAUSE. MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE Sample Top Old /I00 ml 1. ❑ Confluent CTOWIh ❑ Not m Proper Container /1p0 a 1. ❑ Confluent Growth ❑ Not m Proper Container MF COLIFORM MF COL)FORM 2. ❑ TNTC ❑ Insulbc,emed- Irill)FInalLon ead Q. ❑ TNTC ❑ insufficient lease Read �OD mI ProvidednPlease Read /Ip ml instructions Instructions w Form -- Inslru<Ilpns on Form FECAL CO.IFOR `;� ❑ Excess DeWu FECAL COLIFORM 3. ❑ Excess Debris ❑ MPN ❑ MF 4 ❑ ❑ ❑ MPN ❑ MF 4 ❑ ❑ �GJ TI �UU 011 FOR DRINKILL,WATER SAMPLES ONLY.THESE RESULTS ARE'. FOR ORINKING WATER SAMPLES CHI,Y.THESE RESULTS ARE. SATISFACTORY ❑ UNSATISFACTORY PrSATISFACTORY ❑ UNSATISFAAIORY •I SEE REVG.RSE SIX,OF GREEN PY FOR EXPLA TION OF RESULTS SEE REVERSE SIDE OF GREEN N LAB NO CIATjt; C I N BY LAB NO. DATE.TIME RECEIVED- RECEIVED BY (T DATE REPORTED LABORIATOW DATE REPORTED4P LABORATON i AM TEST INC, i 5 - 95 AM TEST INC. REMARKS 4900 9th A/I, N W REMARKS 4900 9th Ave. N W. WATER SUPP �R COPY SEATTLEr WA 98107-3697 W ITER SUPPLIER COPY SEATTLE, WA 98107-3697 I, STATE OF WASHINGTON STATE OF WASHINGTON J DEPARTMENT OF SOCIAL AND HEALTE .VICES DEPAT NY OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS WATER IACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY SAMPLE COLLEC ON. READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,Sample will be rejected. If instruct) S are not followed,Sample will be rejected. DATE COLLECTED I TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTYNAME MONTH DAY YEAR IE .1�I DNTH DAY YEAR �� I 4 S AM ❑..i_PIA V h%N 4 91 s,AM C) 1N TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: ' TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: Pueuc I.D. NO. ,T CIRCLE CLASS PUBLIC I.D. No. aTaass ❑ INDIVIDUAL I 5 6 (, 1 2 3 1 ❑ INDIVIDUAL �� r7 O 1 2 7 4 (—Dory r NAME OF SYSTEM NAME OF SYSTEM C l 0 K Re jf %vi cn f & vu�-m-i CIFIC LOCAt10N WHERE SAMPLE COLLECIEO SYSTEM 06MR/MGR IMIA AW%LEftW ND SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSIEM DMTER/MCA NAME AIID TELjFwM AO W.SNCNn Ip p µ'Aty M1ry.4,gn raunl"ry ,w\ir<Mn rp", [Ipq,In..41iOn,IpynIMM �Nt�l�w�'I�r�tivE► PIE rrKlc N1l"ATT w�4'� �l+Eh,'4m4M.,v PkRYEc.LEc_ N7��t WIu3r 1f (V4q[ e 2 ( ) 23 - 8 AMPLE COLLECTED(Y'.INameI SAMPLE COLLECT BY:INemel fou it SOURCE TYPE SOURCE TYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION _ OTHER Y ! �or OTHER $ENp REPORI }D'IPOO(F 11 NA+r4.A0era33 aM bD O� �` A� � SEND�;POR7 TO:fPNM Fyll NaIrN,AOeraai nM LTD CaMI 11 171 DF TK `-n Q isR'tU sh Sri _ � SSS N E �✓ TYPE OF SAMPLE _WASHINGION 361� TYPE Of SAMPL WASHlNGTON SQ ti^rK.y3��r w n Iq,.cq„mnl Fr�c..11 w+in Im.C,, 1. U DRINKING WATER ❑ Cm-INUIed(Residual T_Total_Free) 1. DRINKINGWATER ❑ CNonMiW(Re$idU#I:__Tolal_Free) check treatment--le, ❑ FIIUUW check treatment—► ❑ Fi4ered Cl untreated or Otnel ❑ Untreated or Other - Y. ❑ RAW SOURCE WATER Z. !p�� RAW SOURCE WATER 3.'F NEW CONSTRUCTION WaRrr:iMMS 3. NEW CONSTRUCTION or"CPA C 4. OTHER TSEecHp 4. L.J OTHER ISpectfyl COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS 10.E NO PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARK$ REMARKS. Sa►Ni(t:t 3of- 6 _ $gnrEE a _6 yp 6 LABORATORY RESULTS TOR LAB USE ONLY) LABORATORY RESULTS IFOR LAS USE ONL YI MPN COLIFORM STD PLATE COUNT" SAMPLE NOT TESTEO MPN-COUFORM STD PLATE COUNT, SAMPLE HOT TESTED BECAUSE: BECAUSE. MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE L^7. Sample Too Old /100 ml 1. ❑ Conllyent Growth ❑ Not in Proper Container r /'0 l 1, ❑ Co "'"on)Growth ❑ Nor to Proper Container MF COLIFORM MF COLIFORM 2. ❑ TNTC ❑ Insufficient Information 2. ❑ TNTC ❑ insutbc onl Information �pO m1 Provided-Please Road �Wl +e PFOV IdaU-.Please Road 3. ❑ Excess Colons nsbuctlons on Form 3. ❑ Excess Debris naructiona on Form =CAF FECAL COLIFORM 4 ❑ ❑ MPN ❑ MF4 ❑ ❑ ❑ 1 W ml FOR OR KENO WATER SAM LES ONLY.THES/EYRESULTS F,RE. FOR�ONVKING WATER SAMPLE ONLY,THESE RESULTS ARE TISFACTORY � .IrQ.,'lyV�llTly51(C40T1Mf,d yeATISFACTORY � ❑ UNS ef.O�q��, Y_5�� SEE REVERSE SIDE OF FOR EKP TI OT SULTS SEE REVERSE SIDE OF GFI !C O E%PLAN 1 -r;41ILTS LAB MO DATE,TIME RECEIVED- RECEIVED BY LAB NO DATE,TIME RECEIVED- RECEIVED BY k41 S `J°s � �, �lD� I, ')U5 � — E REPORTED LA RAi -11 REPORTED LA ORY REMARKS AM TEST INC. R MAR s AM TEST I�:C. I9M 91h AVG. N. W. WATER SUPPLIER COPSEATTLE. WA 98107-3697 4900 91h A. WATER SUPPLIER COPR@ATTLE, WA 5)067-30971 TEST REPORT 1 . Job Namet�..� —�1—(- 2. Job Number 3 . Location 4 . Item or Ser ice Test U 1►�L��r LQL-2) 5. Location and `D'escription Pl i�`�QIE211oC� i Ao 2-E 7��i off' 6. Pipe Material 7 . Pressures : Operating Spec Test fZEF,j Actual 8 . Method of Test `�` 9. Test Medium 10. Time Start jb'MCckw, Press. Start 23 Vol. Start i )a. Time Finish f2:/O $M. Press. Finish 23.5 Vol . Finish 11 Duration ,ZA60e /Oiled p Pressure J Q Volume 12. witnesses : i . Contractor 16&4j.O"Se.c) App. ® Disapp. Signature Dste ii . METRO 4�b1({� App. Disapp, a Signature . I,� 1.�(� , Date iii. Other Cill at 1RE-4-144 App. EZ Disa PP• a Signature Ae,� rfoun Date 5/ 141 PS 3. Remarks : lfF"S V 3 NYpR�S a,+ Lunn, we 200 �N - arc : TEST REppR'1' � x 1 . Job Na" 2. Job Number \ _ 1 1 3 . Location 4 . Item or Service Test v S . Location an6 Description 6 . Pipe Material1� 7 . Pressures : Operating (Zc_ } Spec Test 1 L < Actual 8 . Method of Test 9. Test Medium D. Time Start LO:00A,,4,( Press . Start Vol . Start a . T:.me Finish Aq Press . Finish ��� Vol . Finish -- ' Duration ^,.( � Q pressure Volume 2. Witnesses : i . Contractor APP• o Disapp. Signature ii . METF.O l�( APP- Di" Signature / r ((, Gz�3, Date other I 1 APP• � D.isapp. Signature _ Date Remarks : I -- �_^ f TEST REPORT S /`I•BSl 1 . Job Name }.�l(��l 2 . Job Number _ �- 3. Location 4 . Item or Service Test ��(OaulI LOCO S. Location and Description �1 IC1c E Z�I_L�Q 4 — 2S ! �n�"�+ — 6. Pipe Material 7 . Pressures : Operating ZL �-1 _ Spec Test 2 ZS Actual (1 8. Method of Test 9. Test Medium 10. Time Start je):C6Ati4 Press. Start 'J_3[ � Vol . Start -)a. Time Finish Press . Finish Vol . Finish I ' - Duration I? Q Pressure �� Q Volume i2 . Witnesses : i . Contra5iga=-, Ap,�. Disapp. E7Signat Date Ala(,1 �� �i 'ii . METRO App. � Disapp.SignatDateiii . Other Gt7 Oe "ROWTV l App. Disapp. Signature Opout CnPow'— Date S'/1S/8S 3 . Remarks: NoW; C wiu weer -TO,T Ti.�zE.+ by HmZt I r TO 1 SUBJECT: rE l/nL [ o �irv ,. /T�t g�f , I! J DATE S O N GC.e,J r IleflL rare IS / 0 10 �iJaY < Jet SF t 1 J • S rM t SIGNED of or DATE: SIGNED ,ijoMETRO LAB REPORT 4 HARDNESS ANALYST Test Date Supervisor ample Ca mg/1 4q m /1 Date SaT_1e Volume ml Titrant I Concen. ml Titrant Concen, Primary _ Final ALKALINITY ANALYST Test Date Supervisor ample Date Sample Volume ml of Titrant CaCO3 mg/l Raw Final TOTAL COLIFORM 100/ml 6 FECAL COLIFORM 100/ml ANALYST - SAMPLE SUPERVISOR Test Samp a Time No. of TotalNo. o Fecal Date Date Collected SAMPLE VOLUME Colif. Colif. VOLUME Colif. Colif. w' 1 O to- + 7 � 514 M Raw IVy 1 12 Primary Final 5 8 a400 9 17 fd ECC o id-3 89 40 _ .93 ( u Blank Blank SD s.4 AIPL E sue' O ^N ^L crap !O p P_ ANALYST_ SUPERVISOR SAMPLE Raw Final ATC 6 RSC ANALYST SUPERVISOR ATE SAMPLE I TIME I TIME 8 ML (ATC) ::METRO I� Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave.,Seattle,Washington 98104 May 2, 1985 W/F2-83 CM-2357 10-14 01014 Mr. Ronald Nelson 01660 Director of Building and Zoning City of Renton Municipal Building 200 Mill Avenue South Renton, Washington 98055 Mr. A. Lee Wheeler Fire Chief City of Renton 211 Mill Avenue South Renton, Washington 98055 Renton Treatment Plant Enlargement IIB - Operational Test of RTP Building Permit No. B 9993 Contract Section 01660 Gentlemen: Thank you for your personal involvement in the final stage of the new liquid stream facilities construction. We also appreciate the timeliness of your directive to your staff to assist us in preparation of the facility for partial occupancy, which is scheduled in the end of May, 1985 . Below is the "Corrective Schedule of Construction D4,ficiencies" which were brought to our attention by your staff . This schedule was discussed at the meeting in our office at 3 : 30 p.m. , Wednesday, May 1, 1985. CORRECTIVE SCHEDULE OF CONSTRUCTION DEFICIENCIES Responsible Late Reviewed Deficiency Metro_ Groves Date By 1 . Building Department 1.1 Cover plates missing. J.M. M.L. Will install upon receipt. 1.2 Grounds not properly installed. J.M. M.L. 5 -1 1 . 3 Scale wiring not per code. J.M. M.L. 5-3 1 .4 Emergency shower cross Resolved connection. 1 .5 Electrical panels not J.M. M.L. 5-3 labeled. Operational Test May 2, 1985 Page Two Responsible Late Reviewed Deficiency Metro Groves Dace By 1.6 Leaking water pipe - elec. J.M. L.B. 5-3 room. 1.7 Services not properly grounded. J.M. M.L. 5-3 1.8 Vac breaker required on mop Resolved ci ,k. 1.9 Plug in drain for WH pop-off . Resolved 1.10 Existing step not per code. J.M. D.W. 5-3 1.11 Roof scuppers. Resolved 1.12 Bond water. piping. Resolved 2. Fire Department 2.1 Fire hydrants to be tested A.S. L.B. * Purity test and accepted by the City. attached. 2.2 Complete Fire Dept. access V.K. A.T. South 3/3 roadway. North Temp. 5/3 Perm. 5-27 (Late Date) * Sketch attached. 2.3 Liquid chlorine lines passing through concrete should be Resolved sleeved and sealed with approved mastic. 2.4 Provide permanent color code B.B. --- week and/or labeling on air of chlorine and gas lines. 5-27 2.5 Fire Dept. to witness test of J.M. M.L. 5-3 chlorine detection system and activation of evacuation system equipment. 2.6 Building identification. J.M. D.W. 5-2 In addition to dates listed in the schedule above, please be advised that access from the S.E. 7th Street Bridge (north side) will be provided as follows: Operational. Test May 2 , 1985 Page Three From 5-3-85 through 5-20-85 Early / 5-27-85 Late Temporary road designed by a Professional Engineer registered in the State of Washington. Design, lcads, dimensions, etc. , will be based on irformation received from the Renton Fire Department in regard to weight, type, and quantity, etc. , of the emergency vehicles. From 5-20-85 Early / 5-27-85 Late Roadway will be constructed per contract requirements (Building Permit No. B 10712 ) . South access roads to chlorine building will be paved May 2 - May 3 , 1985 . As was discussed at our meeting, correction of deficiency and providing acceptable access shall allow us to proceed with operational testing of the treatment plant. Presently, we are planning to complete work as listed above by noon May 3 , 1985 , and start operational test at 2:00 p.m. May 3, 1985. Please extend our thanks to the members of your staff who are diligently working with us o.i this project. If you have any more questions, please call me any time. Very ,t l!Xhaza� o , li�� Vladimir Construction Manager VK:if Attachment cc: Dick Sandaas, Metro, 62 Bill Burwell, Metro, RN Ken Bendara, City of Renton Jim Mathews, City of Renton Ron Olsen, City of Renton VK1058 a r e f.IOTGS; 1. RO/�GIL1A�' SHA- LL. BE EYE-NL ( liRApEp Ai.1D pEY01D of AIJY RUTS Al DEPfZESS1orJS PRiolz To PLAG. EMErJT QF FI L-TER FAP, 21G lAx I M Jr,j VARI A.T10 J OF FI h P. L eA RAID E SHALL- 'SE- PLUS 02. hgli IUS O _ IU FEE.T, 2 . 10 RUTTED AREAS , RENioYE Top I'- G' " oFI E%41S7- IiJIj MATERIAL i� r1EPL.AGta wiTH ZII ± SiZED CRUSHED ROG+ K. . WIDTH 1- PRoYfDE FILTER 5/8 " FABRICI ( PROFIl A4GRE4ATE SUKFAGI< 200Z , GHA(ZLES ROAD Mix, ( to - 10c' IE,s WATT Go THiGK� 5 L.O P E f� IIII=it Illl CIO 4On 4ad. °q°o°�°oco no u " lilf �It'+=l.'1=l111 IIII . illl �IIII_ III - n - nl� _ Ills !fl: 1N1-1Ni -_ ill� =lgi_ II�IIII ��tl�gll- EXiSTIaI;l St) g BADE EXISTING, GoARSE � GOMPAGTED F �'nrvl AL�l.IREC,IATE , �(o - 1 �IGHES i - Y l K TP-AFFI THICK LOADIiJl,1� :e �f� (Z O .A. p u G .I w/Fs Fill85 TEMPORARY RoAPl 1Q '5TALLATIdiJ DATE 5 ' L 85 SHOWN AND CALDWELL M C KR =J� DRAWING "Um 130el ER!7ULTING ENGINE DRAWN 1 DtSIGNED 1 ` cNEc1IEo�J A►►Rwco �w SNEET. L DF I 1 1 TO SUBJECT: ' DATE // S- � - kS -Y � T )"G IrN C a,e-j i Ile o "f JS 4 C SIGNED DATE. SIGNED eAKMIP Lt.C2374 {{4t{O 4 V{ *-"&METRO LAB REPORT 4 HARDNESS ANALYST Test Date Supervisor Sample Ca mg/l Mg mg/1 Date Sample Volume ml Titrant Concen. ml Titrant Concen. Primary Final ALKALINITY ANALYST Test Date Supervisor Sample Datc Sample 'volume ml of Titrant CaCO3 mg/1 Raw Final TOTAL COLIFORM 100/ml & FECAL COLIFORM 100/ml ANALYSTS_ SAMPLE SUPERVISOR Test Sample Time No. of Total No. of Fecal Date Date Collected SAMPLE VOLUME Colif. Colif. VOLUME Colif. Colif. 10- 1 o Io" 7 71 6Z M Raw ��y 1 to+ Primary i $ so q IS Final -5 a 10 1 ECC u' lu 3 lu 89 B.8 1 �u I I ti 78 Blank Blank S.P s,AMPL- C- =tauC-7,30k, Iv o PH ANALYST SUPERVISOR SAMPLE Raw Final ATC & RSC ANALYST SUPERVISOR _ ATE SAMPLE ITIME I 8 I TIME I 9_I (ATC) nwc �n�n�l 4& ,& 1rETRC7 15 ' `Ji „ Municipality of Metropolitan Seattle MAY Exchange Bldg. • 821 Second Ave.,Seattle.Washington g8104 May 2, 1985 W/F2-83 CM-2357 10-14 01014 Mr. Ronald Nelson 01660 c Director of Building ind Zoning City of Renton Municipal Building i 200 Mill Avenue South Renton, Washington 98055 Mr. A. Lee Wheeler Fire Chief City of Renton 211 Mill Avenue South Renton, Washington 98055 Renton Treatment Plant Enlargement IIB - Operational Test of RTP Building Permit No. B 9993 Contract Section 01660 Gentlemen: Thank you for your personal involvement in the final stage of the new liquid stream facilities construction. We also appreciate the timeliness of your directive to your staff to assist us in preparation of the facility for partial occupancy, which is scheduled in the end of May, 1985. Below is the "Corrective Schedule of Construction Deficiencies" which were brought to our attention by you• staff. This schedule was discussed at the meeting in our office at 3:30 p.m. , Wednesday, May 1 , 1985. CORRECTIVE SCHEDULE OF CONSTRUCTION DEFICIENCIES Responsible Late Reviewed Deficiency Metro Groves Date By 1 . Building Department 1. 1 Cover plates missing. J.M. M.L. Will install upon receipt. 1.2 Grounds not properly installed. J.M. M.L. 5-1 1 . 3 Scale wiring not per code. J.M. M.L. 5-3 1 .4 Emergency shower cross Resolved connection. 1. 5 Electrical panels not J.M. M.L. 5-3 labeled. Operational Test t May 2 , 1985 Page Two Responsible Late Reviewe Deficiency Metro Groves Date B 1 .6 Leaking water pipe - elec. J.M. L.B. 5-3 room. 1 . 7 Services not properly grounded. J.M. M.L. 5-3 1.8 Vac breaker required on mop Resolved sink. 1 .9 Plug in drain for WH pop-off. Resolved 1 . 10 Existing step not per code. J.M. D.W. 5-3 1.11 Roof scuppers . Resol _d 1 . 12 Bond water piping. Resolved 2. Fire Department 2. 1 Fire hydrants to be tested A.S. L.B. * Purity test and accepted by the City. attached. 2. 2 Complete Fire Dept. access V.K. A. T. South 5/3 roadway. North Temp. 5/3 Perm. 5-27 (Late Date) * Sketch attached. 2. 3 Liquid chlorine lines passing through concrete should be Resolved sleeved and sealed with approved mastic. 2.4 Provide permanent color code B.B. --- Week and/or labeling on air of chlorine and gas lines. 5-27 2 . 5 Fire Dept. to witness test of J.M. M.L. 5-3 chlorine detection system and activation of evacuation system equipment. 2 . 6 Building identification. J.M. U.W. 5-2 In addition to dates listed in the schedule above, please be advised that access from the S.E. 7th Street Bridge (north side) will be provided as follows: Operational Test May 2, 1985 Page Three From 5-3-85 through 5-20-85 Early / 5 Z7-85 Late Temporary road designed by a Professional Engineer registered in the State of Washington. Design, loads, dimensions, etc. , will be based on information received from the Renton Fire Department in regard to weight, type, and quantity, etc. , of the emergency vehicles. From 5-20-85 Early / 5-27-85 Late Roadway will be constructed per contract requirements (Building Permit No. B 10712) . South access roads to chlorine building will be paved May 2 - May 3, 1985. As was discussed at our meeting, correction of deficiency and providing acceptable access shall allow us to proceed with s operational testing of the treatment plant. Presently, we are planning to complete work as listed above by noon May 3 , 1985, and start operational test at 2:00 p.m. May 3 , 1985. Please extend our thinks to the members of your staff who are diligently working with us on this project. you have any more questions, please call me any time. Very Vladimir Khazak Construction Manager VK:if Attachment cc: Dick Sandaas, Metro, 62 Bill Burwell, Metro, RN Ken Bendara, City of Renton Jim Mathews, City of Renton Ron Olsen, City of Renton VKI058 i I.JOTES: 1. K0A,GKiA HALL BE EVENL`T CifzADED AQP DEVOID OF RLJTS AIJC DEPF- ESSIOrJ -'_, PKiOP- To PL_ACEv1ErJ7_ OF FILTEFZ FA, E, F?_IG , f> 1AXIrv1Jr�� ✓ A, I- IA-r100 OF FINAL laRA,DE SHALL B E P L U S 0 R_ Iv 1 LI D S O . 1 0 F E E T, 2 . IN RVTrE. P AREAS , 9Er.1140vI- ToP I '- o of EX ISTI r1 I 1.,1 Ar ERIA L. itI RE PLAG. E w1ITH Z. + SiZE. D c_ RuSHED RDCK - . IZ ' - oft WIDTH PROVIDE FILTER F,P_ DE 5/8 " FA,BRI6, ( PR0PEx AGGRE4AT1- SuKFAGE 2002 , GHARLEj ROAD MIX, ( 40 Ir1GHE5 W ATT L O) T H I C. FC) 4'To 5LOPF_ ILI- o00neu �. oenooe0o0 OD?.c o� ev,u = 1i _ 1i11f =1� 1 1 —IIII-III _IIL=1111=-IIII_.;,I`=II!!'IIII _1111=III I = I1n - 1111 -. Ilil_ IIU _ .p. = IiU= 1 .. =!I1:=IIII- 1111 ' IIIIcUp_ II=IIII 1y1=IIII- EXISTIrJel SJ &GRADE E.KISTINGI GOARSE ( GOMPAGTED FRolrt ALIGIREClATE , ((i - iwc_HF_S 1 - YEAR TRAFFIC, THIGK L. OAPitJGI� e J A L Y I D LvoKltiZ N0Rl 0 T. S_ _ ► \� WA;:. H.KficIxt,{K6 FILE KJ/F5 - 85 TEMP0XARy RoAPI•uAY IQ ,5TALLAT100 DATE 5 z ' 85 GROWN AND CALOWELL �J'3 DRAwING NUM WR DoNGYLTINO ENGINEER! DRNRN �... DESIGNED cNccRED_ __ .P"OVEDpro'- `— aNccT oF 1 OF o PUBLIC WORKS DEPARTMENT r4liDESIGN/UTILITY ENGINEERING 235.2631 p MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 9,0 � OggTED SEPIF�O�Q BARBARA Y. SHINPOCH MAYOR MEMORANDUM Date: May 1, 1985 To: Jim Mathews, Fire Marshall From: Abdoul Gafour Subject: Metro Treatment Plant - Fire Line by Chlorine Building 1. As shown on the attached drawing, the fire line colored in yellow along with the hydrants on it, has been pressure tested and has passed purity tests. This fire line was installed by V & S Construc- tion. This fire line is now activated. 2. The fire line around the chlorine building, as shown in green, along with its hydrants has passed pressure tests only. This fire line must be flushed first, then purity tests must be done prior to activating the line. This line was put in by Ahern Construction. According to Metro's inspector, the flushing will be done today and hopefully we will get the results of the purity samples by May 9, 1985. if Attachment N f r _ '9 � C\ N � fA O O ••••.....:.ri. 12" CI Y WATER LINE �• NG I �- \�,. EXISTING 2 CITY WATER LINE _ Op0 �._ DEWATERING BUILDING :............. ' "'"' """" _•., SE€ NOTE 4 DIGESTER BUILDING '•• .........«...«.......... .......... • iSEE NOTE 3 a ' ,•'•\ � \\ `• `\ •� E NOTES 667 Al • 1, _ ,\ 1 Y' N\500 It,oc ,• `r 1 1 . •t A. \ e • \\ C3 H er a B, CJ \ . �.? p., 1i2 _ SEE f1�7E 8� �CHLORII�L-aGILDWO lks 749A/_SNT- .W-749A/SHT 16& 17 10•CITr WATER LINE - -- W I �•b ?, W-749A,L8HT i 8 r; A P IY if1�'�'�1M SN-749A/SHT 19 1i00 v CITY OF RENTON WATER DEPARTMENT Pressure Test o Purification Test Form PROJECT N0. 'o 741 A fl4,3/96 ,.p NAME OF PRJJECT: nIZ �c,}ryn�,Y lea✓ PRESSURE TEST TAKEN BY ON AT A PRESSURE OF ZZO PSI , FOR MINUTES TEST ACCEPTED ON tj 116/ 40- PURIFICATION TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE #1 _ SAMPLE #2 SAMPLE #3 PRESSURE COMPLETE AND PURITY COMPLETE a No connections to mains or meter permits issued until above box is checked by Inspector. / REMARKS: 12 147!/ E \315 (C 181 22c+ �/t- CITY OF RENTON WATER DEPARTMENT Pressure Test G Purification Test Form PROJECT NO. N -7Ay_ A nn NAME OF PROJECT: kAXEMC, N1r+R t: PRESSURE TEST TAKEN BY P,IV__ [',4� ON AT A PRESSURE OF 225 , PSI , FOR Onup„k ► C [c$ MINUTES TEST ACCEPTED ON grlgf )�.5 PURIFICATION TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE #1 SAMPLE #2 _ SAMPLE #3 PRESSURE COMPLETE AND PURITY COMPLETE No connections to mains or meter permits issued until above box is checked by Inspector. /. FUn REMARKS: 4eix4 (2 A1. Iwo & itL 14 IAA�E�O(1L1T��� 6-V54 enc (2'CIt it CTah �" 1515 ��C k261 CITY OF RENTON WATER DEPARTMENT Pressure Testb Purification Test Form EJECT NO. JL '?4'1 n bkl7A ISd/, 4 4W NAME OF PROJECT: ( Sl"r VWV PRESSURE TEST TAKEN BY t,Il, ,t Ex ON-4 AT A PRESSURE OF 2 2.—) 1 , FOR �j TEST ACCEPTED ON ,11S — _ MINUTES �d i If9��a; PURIFICATION TEST TAKEN BY 11 �, 14 ON PURIFICATION TEST RESULTS, SAMPLE #1 % x y o 3i .4YE1 N S 7,1 E ZEy�S= SAMPLE p2 14 Vili jo, 3oi' 4 !2 SAMPLE N3 PRESSURE COMPLETE AND PUP.ITY COMPLETE No connections to mains or meter permits issued until above box is checked by Inspector. REMARKS: CITY OF RENTON WATER DEPARTMENT 11La4 Z' Pressure Test G Purification Test Form PROJECT NO. W -7q1 I 7 WA gltlt. p Q31�L NAME OF PROJECT: VAf JVC. 91�ar PRESSURE TEST TAKEN BY_&�, ,L ON ► 1' i i :> lIr)� Fi AT A PRESSURE OF l2 i PSI , FOR IS h MINAES TEST ACCEPTED ON iIt4 Z S PURIFICATION TEST TAKENy/ ON PURIFICATION TEST RESULTS, SAMPLE NI 6%t ,{ 1tc ; ,f, r 21 Rt 21' !J 61i 11 'E 1 iS�•�`� SAMPLE #2 (Ik �1��1t., Sin -0 y• I SAMPLE k3 _-Eh N; ►,nk n A 414 jN 14j 2-So, COMPLETE AND PURITY COMPLETE ��`" No connections to mains or meter permits issued until above box is checked by Inspector, . . 1 071cc E 791 �� F N14REMARKS: uuSCOiS! ltl hl, �'14121 �igjj, t,r 1�,, 1 l Sin IJ hoof 2t o to N fs>5t' E 703 ! 3/c f FS Lie 10IAI= IMU t 't, 0. f -� C TEST REPORT' 1. 1 . Job Name -i�4fl� T C . E.n� 1V1t+�i �G 2 . Job Number 3 . Location 4 . Item or Service Test 5 . Location and Description �YOvV1y � �22 �rE1S00 -} 6. Pipe Material 7 . Pressures : Operating 19S rn, Spec Testqu� Actual e. Method of Test 9. Test Medium 10. Time Start C1:5DW Press. Start _225 Vol. Start u- 1a. Time F;nish 1l ,SL�ly Press. Finish �Zr Vol . Finish -o- 11 . Duration _IZD L,(Iv% Q Pressure O- _ Volume -r- 12. witnesses: i. Contractor a Yf OVN App. a Disapp. Signature ,(J,E,� j Date ii . METRO _�, OATM u App. ® D' app. a Signature Date ' Ig'�ir l iii. Other C.'%v App. Di app. a Signature Date 4/18115 13. Remarks : cet ti QF wfTe4L UuE fk 15 M 0 @ 21S py n�o loil- ��� Accw�so - �/Illb S � A�d..,a �'•.f.�..-� . c I ::mEIrRO �' Municipality of Metropolitan Seattle Fxchange Bldg. • 821 Second Ave..Seanle,WasNngton 98104 W/F5-84 CM-757 10-14 15530 April 12, 1985 Mr. Ron Olsen City of Renton 200 Mill Avenue South Municipal Building Renton, Washington 98055 Renton Treatment Pl?nt Enlargement IIC - Automatic Sprinkler System Dear Mr. Olsen: This letter is to confirm the intention of Brinderson Corporation to apply to the City of Renton for a permit for the installation of the Automdtic Sprinkler System in the Digester Equipment Building. Should you have any questions concerning this matter, please contact me at your earliest convenience. Very truly yours , adimir zak onstruction Manager VK:hcym qN,19METRO TEST REPORT I . Job Name RTP ENLARGEMENT IIE 2. Job Number W/F2-83 3. Location Renton Sewage Treatment Plant 4. Item or Service Test Q 4e-w 5. Location and Description 2U/E 2411 1 V6 A4) k0 � carY C �1 S71 I E 2446 v- 6. Pipe Material 7 . Pressures: Operating Spec- Test 2215 rS1 Actual B. Method of Test P9-e SURE nori P. Test Medium ta A-%XA 10. Time Start (o :oo 4.#A, Press. Start ZZS^' Vol. Start 10a. Time Finish 10:15 Anu. Press. Finish ZZ5 Ytf Vol. Finish 11 . Duration IS M„i , Q Pressure Volume 12. Witnesses: i. Contractor App. Disapp. a Signature _ Date ii. METRO re — App. © Disapp. Signature ce W Date iii. Other Coj ov App. � Disapp. Signature Date 4/5►85 13. Remarks: 'TEBt AQicf S s-tw w 235 �Sn tga {5 mn h -tx \at - Iftl k-Cf.K" 4L1 7 Cam+ i ;► nETRO NUCLEAR COMPACTION TEST DATA PQO FfCT, R.T.P. Enla��.,cnL -lzL_ Joe a,j-oEA rWQ ,S - - - - - -- -- - - P^g 1 7 19P6 DATE - TACLN BY 61en TEsr ! Z 3 ¢ t-5 6 MUMeER /} sOroK9TLOCATION 2� / /J./ev AJ C4 1�t +sedj . •�l...r pEvrH �2'I IZ IZ" 17.'1 12.11 DCNsrrY 29 '5 '5 6 $26 37 couN r _ (or-) WET' 147. 143. 1. 140• 142. 1 1-54. 132.0 137.0 13 .8135. DENSITY < (wC) MOISrv4E 1 R 1 ll 1 _ I 11 1� 14 13S COvri T- (MC HolsrvrE 11.9 tl. IS•I I 15. '1S . 14:�_ l6_B_ ID. 2• Ii. I-� (M) . pRY 132. 136.0 2 1 S 25. 11"►• 123. 1 7. 123. ' DENSIrY � CDD) P&GENT 1.0 2.6 tz. 1 .3 '1 1 4. B °► I MO[STVCE C7.M ooTIMUM 08 11. 101.E I1.1 10 MOLSTtAC FEe�Nr 1 Z. 9 .3 101.1 4• 9 .0 8. 90• q4• 4 33• CaeeMCrrOAI 9H Cara) IoO ;.. q 95. 91.0 qZ• s TAN pA OD-s--j R£MARt _23LJ OENSYTJ MOLSTllRE I EROCTOR 2 l 33.0 ��•� - � ��+f 07 CITY OF RENTON ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT 235-2631 CORRECTION NOTICE JOB LOCATED AT The following work does not comply w'.th City codes and ordinances and must be CORRECTED and INSPECTED_ before this work can proceed any further, 4v, kp �SE ,s rcaF,�cn-�fn +► tANa � hr FEMG•a (`ry HA4-� Rsxs� PttActi OtV% hc � Va Wl1t N'tit tciE4 4y QNaNk DO NOT PROCEED WITH THIS WORK UNTIL ABOVE CORRECTIONS HAVE BEEN MADE AND APPROVED Inspector Date M DO NOT REMOVE THIS NOTICE t I ..— w- 14g OcCEIVED MAV 151 /?99 17 /Ca- C[ %g, MWT. la- March 14 , 198 S BRINDERSON CORPORATION BRINDERSON PLAZA Serial Letter #171 19700 EalfeNU 6 Boa 19619 Irvine,Calaornra 92115 ptq 252 5100.TLX 613,1491 METRO CORPORATE HEADQUARTERS Municipality of Metropolitan Seattle 1200 Monster Road S.W. Renton , Washington 98OSS Attention.: Vladimir Khazak Reference: Renton Waste Water Treatment Plant Enlargement IIC - Solids Stream Subject : City Water Tie- In Gentlemen: Attached please find our proposed detail for the city water tie- in at Monster 'load. This detail deviates from the contract drawings i;i that gate vaults are eliminated and pressure by-pass is achieved through buried 2" gate valves and valve boxes . Deviation is due to adjacent line interference with specified vaults . This proposal is submitted to METRO at no cost and should be transmitted to the City of Renton Public Works Department for their approval . Very truly yours , BR,,JE_RSON CORPORATION William 0 2e 8 Project Manager WO/SK/dgs cc : Operations N. McDougall �i DLL �' B. Trautman N� ' �. BC 1B 31 GLdbfto"j5 ittachment pp Mkt` P1oleCt Renton WWII' 800 Monster Road SW, Renton, WA 98055(20611352151 13� NatiOINI L'en{iruOltxe Z C iYp.4Tw-J> 2' 2'c.W 7� .f \ P� 4, 1 w `'J pc:CE1VED rAAY r5/ /9$S 1?7-I6o_ WNST. M GMT. I - lb March 14 , 1985 BRINOERSON CORPORATION BRINDER-5014 PLAZA Serial Letter #1 7 1 19100 F.ochdd•So+19619 Irvine,Gabor,92715 (7141 752 5100•TLX 661491 METRO CORPORATE HEADOUARTERS Municipality of Metropolitan Seattle 1200 Monster Road S.W. Renton , Washington 98055 Attention: Vladimir Khazak Reference: enton Waste Water Treatment Plant Enlargement IIC - Solids Stream Subject : City Water Tie- In Gentlemen : Attached please find our proposed detail for the city water tie- in at Monster rioad. This detail deviates from the contract drawings i;, that gate vaults are eliminated and pressure by-pass is achieved through buried 2" gate valves and valve boxes . Deviation is due to adjacent line interference with specified vaults . This proposal is submitted to METRO at no cost and should be transmitted to the City of Renton Public Works Department for their approval . Very truly yours , BR,JERSON CORPORATION William 02g 1e Project Manager WO/SK/dgs cc : Operations EJt�- N. McDougall B. Trautman 1 BC 031 attachment �1N Ayµl Z23 Projeof. Renton WWTP .�f 1n/1 V� eod Monster Road SW.Renton,WA 98055(206)215-2151 V� NaGonsl COn6UucWrS i Y j u` — loll � —.r " g� ) � ♦ \ ♦/nw.. \ �_,12'• t 2"Tr.� � �C�_�Y P.4 T"'� }-- ( pi) %4 of(TYP- -3 TN L) Y C� � F cr ,trJ 1 TEST REPORT -" 1. Job Name RTb E�1lAf2�AAE1J7 L ; 2. Job Number iJ�LZ-�3 3. Location QE8,hwTagff 1"jYTraA�k 4. Item or Service Test 8)eGM1 . IJMaop , 5. Location and Description foam TK (? 0A Dr0.0A i Z194.' E-N1 6LKs.06 I Tp �(pgq�n l7 St11 4#44 eta jsge - Now ulCu101S os�} MYCeAr�PS. ,,�•`.. 6. Pipe Material Du6nha' IRO/J 7 . Pressures: Operating _ Spec Test ZZS PSI Actual 225 PSI 8. Method of Test rae!%o2E FET�TIOf.I �GAGEn� 9. Test Medium UWATF.L 10. Time Start 8:bo A.m. Press. Start ZZ5 PSI Vol. Start , 10a. Time Finish 8:45A.nI. Press. Finish 225Pi Vol. Finish 11 . Duration (S Now. Pressure 0 Volume 12. witnesses: ; i. Contractor �,�r.n APP• D Disapp, Signature Date 3�j5/rf ii. METRO pp. o Disapp. 40, a F�' •.,� Signature Date --r— iii. Other (�A 12 .cr R pp. Disapp. �A Signature _ Date .3 r 4 o ' 13. Remarks : kw- nb0uE SEorwo IAr-WDina 0ftr. )IYVLwrc ni IS ►MwM /No lo* Awry Pccuivo 3/61� '� CITY CF RENTON WATER DEPARTMENT 's t� Pressure Test & Purification Test Form PROJECT NO._ �Nj -711 A Wlll * A3't NAME OF PROJECT: N( 4th'(I CIS PI I;r PRESSURE TEST TAKEN BY A4kj .Vt�T i ON AT A PRESSURE OF Z? PEI , FOR _ IS 1� �_,) MIND ES TEST ACCEPTED ON 1/141j i PURIFICATION TEST TAKEN BY ����� }, cu/ ON_ 6y` PURIFICATION TE`.T RESULTS, SAMPLE #1 rr6keIj 1� �c,f� (;� �l(, ?`1 1'•t it tJ Ali e'1'[ 1gSC=`� SAMPLE #2 11)' t. yfk,1 (-' »n —0 tC4 QI jY - h1 31'v%G ?yV II SAMPLE #3 le W% 4.41" N 60 r 1-ic� PRESSURE COMPLETE AND PURITY COMPLETE No connections to mains or meter permits issued until above box is checked by Inspector. , 11 p t �N )tL �t II�� REMARKS: ttcnu(c Idle` lyr" CAM Q(Rrl 1C. L Sta4-k P� 3G [ 7qT Tt)i 1ti�t�• t,t (r,* 1"( l��ln Id lao(C zt ,+ tc N(sl4!' [- �ii3 r� 3/t (P; Lr ' H CITY OF RENTON WATER DEPARTMENT Pressure Test & Purification Test Form PROJECT NO. L�N 4`1 n _ LIvLTk Csb, * 4w, NAME OF PROJECT: 'Mo `tbci�llYNv FNAL PRESSURE 'TEST TAKEN By t�k C ON AT A PRESSURE OF Q j'j P I , FOR �� / MINUTES TEST ACCEPTED ON 41� j(i PURIFICATION TEST TAKEN BY N\)i1j. ON I Sj1�pt PURIFICATION TEST RESULTS, SAMPLE #1 t�c Nt x. ' L 3t�1-411i. ! Ij 5 )`It' 1E`1�5% SAMPLE #2j(� SAMPLE #3 PRESSURE COMPLETE AND PURITY COMPLETE a No connections to mains or meter permits issued until above box is checked by Inspector. REMARKS: HCICb 't R.�1,1 NM1t'�•. Pt,t.gi - II24I f'i.'�. p�eur.t � i aaka wakc.trnc o� dl«w« 6. 17.1 i f14Gucc a2wr 196. 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LF1 'TMENTV bRlEro` r(t 6Ar.1 �N bsl'sCS'( / — • f• / /7 • /� cosrcRRE Iv OTRI►M 5E[OV1NL 'f � \ • :Y4 µ tAL.I gUNttus OOREh.IS 3 rz en 1 Awtr rarMY .cum _ -----�T� • •V� NYnROG�O rv/elTT.t�s xeo AAx 1 r-v ! r a• o C 6AL I ERICA CARNG'S/"4aibVloeO NNRe' rC'OL) �• BEE ��• - ( m.( r /row '^Rir 'e (N( ,u. . 11b NOTE 3 b•, AeaEueTNc \ / cCY.GTErt 14 1 !\, RCPIdU(Fvobf er( 14 •,•/%- ' ( LVETRµ 01/IAE/b (s ra g (- .� LAWN • • �- / - � '• rj+, l � W/1 Au Rism /.Neoly "�. r� •'•,•i• ~/ � f� \ r 6(5(yLLl ARd1TUS ( Z■ L h1 • ` UNEw / /r6 >•,-)/e[/e WGVE TR/b z (m 1YNl NKW c02 '' KISI M _ IT f ' , • - /re-Y!Ail e4NA(rA A[AR •' - NYDItA6NP AMT1/CITAk' �WCRL(2 hMM'!TN/ sf2 C rNG flu r / •`yy(56AL.N V HLJM TA.ETD� 'M I[61i vim` IJ 1 i 87.0o •• 1 1 22 (I6AL) ERICA CARSFA 'neo REP' (•b o.el / • 10 IZA�I 'JCIM YWL'RR' S•1 I U L 5. O /•,� � T 9C10-1s NA RlioOOOESORON '/JM' a/ �1 " �• / �\ DA(I tA1-1 ERV.A A NISA `MVO RVO' C5WOGl �/ 12(I bALI •RICA URNG 'v+r'RNirNOO WHITE' ('■'-O'O[.) 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