The URL can be used to link to this page

Home My WebLink AboutWTR2701998 Oaksdale LID #332 Watermain Plan from Grady 8 7 5 Way to Mons4.er Rd. BEGINNING OF FILE FILE TITLE omksl�`��" WatevYhaih IjraO'� Y L✓�'�' to /�'l ohs ter � d r I.0 p Y uA'1` iD DTIL IES CIT PROJECT City Project N1lmbers W- S- 5 furnished the for the'8 information is cct. yJ, _ ye referenced Proj Na{0.0 of Proj�t data for annual reP°ts nsutalled for the 'above As required for V dxi end nventory fora utility covemen inP reSardrtlg costs 4)�� Tye WATER S Size y WATERMAIN Leh WATERMA TN / Of )l" WATERtM h L.F• iz L.F. 4 � WAfEiti pL'IES * f " GATE VALYLS 1.. . OF �.--^'_"µ•�...r--- GATE YES 8� EACN 0 y. GATE �{At. S 2 _ EACN OF -- _ —"yr SUBTOTAL !j Q FIRE HYDRANT ASSEMBLIES $_ u t< TELYI• 9G 45G. 3 � t EACN T BE LISTED SEPARA F FIRE HYDRANTS MUS TOTAL COST FOR WATER SYSTEM S (C SEWER SYSTEM: SANI-T EWER Size YYl'e SEWER SMIN Length ,r P� SEWER MAIN L.F. MAIN ' L. F, OF OIAM � EACH 0° — s SANITARY SEWER SYSTEM TOTAL COST FOR `r 4� SYSTEM Type m STO�AGE Size S-fORp1 LINE length ---"" STORM LINE H L F, OF "— STO'•LM LINE L p, OF _ -- "� STORM LINE L.F. OF �`•�� pRA1NAGE SYSTEM S ----�'' TOTAL COST FOR STORM me Submitted By Project En8 Submittal Date: y be tY ore shown ab0vo on this i%cd P• estim0tt this Corm• tem alI utility imPrpYe�ad lnve°T�° ht8h1i8hted and totals a ristin8 lieable costs •►a lieu of Hereto 1f aP9 attached I-�Y-g7 P o r1, c5f W Fmic) 13cv j''S35 s Al. i / 54A-)7 30' �ti 1 I M,u. z,c,�� S/eft 66D./8 S/ode = 4C1.C9--. Vey. 8905z 4z i ��,-. l�r�f• _ �.�. ' Nor. �;.�_ 44 ♦ j/o e —` -- o.cs Mom Tu u.« !„T (� o,v S Clu gip. ak.��rrc • o�w'`t�i w•-Cor• -- — -- - --. _ s =�sl.-3T�•�r� /far. N 1+•. /(t•G • — - -- !Alo ✓wwf i T — I,!i sZ ;t Yet lye a 4 J , + ' Ors l ov L �t zs J I Q Ste'- -t' ,z: - /�v. --- •� _. a 9p Ar 6. 69 6" I �• S. i 'a,s, fit. Zl� �/ ,�k, CG�i•, /�t� n{-�rw'_.�y�.�`i�i,V� P ZZ s - Tole b+s� - -- IV lt0 o 7z /-Y-33 (stor /3 o3 1 lam 5tQ• _ f_. . r/ I _ 1 /33 17, /3.30 s err Z/ � . � :j � i I � 1r1�� /�fp fir. U✓�y lvfrt- w� �,�r. ��was` 7 : ,—rr/e �fZ3 / Pete J toy 3- "? Z IL r �f Z3 i' �a / s% k,rfey 6eAl p++le Ik le T P/ �0k z3o ' l�' ° fov � 75 � • Lt• l`� -'� ' / _ �fr% G�U'"/e (Ai lk �� 6e. /Zo6 - r M ' ti N ..� �µE Ie ;I/se /z�7 i I ZfZo �ft, Z7 /V G(i./ !�i. ��r��!� 7 ' Lf- Zz` . if Z3 I zts 4.5�. 1,5 , f r IF �J zTb ' Z7 Tj,,,e j Z�T I el. Z t 97=r fgl'z� :Nn� !fir-• Za � -� ..c � J/ oo lt' l5sr. fit 7,2-' dk, c.rv. �t• Z�y P`�J.�r 't' f 1� I + 27 :✓i e 41,c Lbo iR' 1`u �Sr 3f l/ s .3fZ2 � i t .r M1. r2 zt AZ I Gv. I.J Z ' 41th -- �y� / - -- - h r �+ y ` _..- ---_✓__�.----- . ZZI - -- --- _ . 30 7 - i l N ,4foo_ �. r`.. . rgt. zz ° t � � - ��, 4, C,6v. _ sr s/ N i Alle L{-F 1 7 s J N 4z.35 live. IN N• I �Alt, ,1j./✓I. .:l� ; 3'7,z1 N3�. �'�d'.Ll�'.ZNt�A�'� �w•'srV E• c•�'. I DSHS 11119(9141) STATE OF WASHINGTON r DEPARTMENT OF SOCIAL AND HEALTH SERVICES j WATER BACTERIOLOGICAL ANALYSIS l SAMPLL COLLLCIiON RFAO MSTRUCTIONS ON BACK W GULLANRUD COPY ({ It Inetruclions are not followed.INMI k Will De reieDted. DATE COLLECTED ITMECOLLECTED COUNTY NAME MONTH DAY YEAR Alle� TYPE OF SYSTEM I IF PUBLIC SYSTEM,COMPLETE: PUBLIC f,IPG I`Ap1( 5 I.D. 3 4 D. No. 7 / b' 'S' O L 2 9 0 INDIVIDUAL NAME OF SYSTEM"rr , SPECIFIC LOCAII0N WHERE SA COL�,.LECT�ISry ITVIER/MGR.FAM AND TELEPHONE NO Iv bldw I.4 aCro Irq elation.Ia mnl OAKTSPoge 6 '7_UNNE.1 C i TT/ ez' PENTCiJ NEtd CGyvS?�t'uC7"/v ( ) 2 -�64�v I SAMPLE CULLECTED BY:HNamal i r'c iFic NEB 5Ci✓ SOURCE TYPE ` ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION or OTHER SEND REPORT TO'lPrinl Fwl Name Adarasn aIq LP Gm+I mktTT/ .y�►/G�r r�.� vr�r�r ) boo met � ,�+✓E �. K'ASNINGiON! V iF TYPE OF SAMPLE oc.0. 11 Ihp column: • DRINKING WATER [I __ Chlorinated(Residual: Total__Free) 1. ❑ check trealment--1• ❑ Filtered ❑ Untreated or Other 2.JC1 RAW SOURCE WATER 3 NEW CONSTRUCTION or REPAIRS 4. ❑ OTHERISpecily) _ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE REMARKS: LABORATORY RESULTS(FOR LAS USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE'. /5 woe.vos /ml MPN DILUTION.. TEST UNSUITABLE ❑ Sample Too Old _xOO mI �, ❑ Confluent Growth ❑ Holm Proper Container Mf COLIFORM 2. ❑ TNTC ❑ Insufficient Information /100 ml Provided—Please Read Instructions on Form FECAL COLIFOR 3. ❑ Excess Debris ❑ MPN ❑ MF 4 ❑ ❑ Do ml t — FOR D KING RATER SAMPLES ONLY,THESE RESULTS ARE SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS YAG NO.—v- ---- DATE.IMP.RECEIVED— ---T CEIVED BY DATE REPOeTEt�J LABORATORY — I ' 1 REMARKS--- WATER SUPPLIER COPY 1 La111,04%low Testing Laboratories, Inc. Invoice 9405ou(hHarne�•Slrml.Sealtl�.Washin`nIn\yf3f08 (406)767-5060 Chemistry MiaobdoQy and Technical Services City of Renton Utility Engineer Invoice #91589 200 Mill Avenue South Renton, WA 98055 December 31 , 1987 For the analysis of WATER during the month of December, 1987-----------------------$20.25 *8148084-086 GJ CHARIC.i 116. LAVISOF 1°JS CITY OF RL;vTON CERTIF C:TION 4f 11 THE UNOCngIONCO DO NEPERY CTPTIFY UNOF.F P.NAITY OF PCIUUNY. THAT THE MAT. ':ALS HAVE FURN4NC0, rNE BE4VICF,9 11TN0^.Cp OR TNr .A..UR PERTUTu¢O AS DE^CRLLCD NCRC I.1, AND THA] IHC C1 HII IS A JUST, DUE AND UNPA'J D >OATNF' ICAINRT THE CITY OF QCNTON, AND TH\T 1 A4 AUT40RIZED p/TAP /A(UUTTHH(EENNTICC Tf /µpQLHLIFY TO Net30 Days J TM Bole .b.w,OI I,H.Iapn,alonai b,111P5B 98rvKCJ.mClwlmy(Ia�ee IJr rMB.NrKr Ilap�al , '+ pp e.cNJ IM emnum of Ibb Imace Samples m!ry M nnamOW alter gn•M�unNaf aMrwnV r Y n qr1 0�warrenry ynNl a aowalep e ^' \� \_Ty/ OSHS 13173(R1.a1) i �' I 3 TATE OF WASHING l` a;. j •. j ' DEPARTMENT OF SOCIAL AND HEAL�N..RVICES\ \J`/ WATER BACTERIOLOGICAL ANALYSI$ SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It instructions are not followed, sample will be rejected. MONDATE COLLECTED YEAR 1'IrlE COLLEC/ED�I COUNTY NAME TYPE � OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. p1 PUBLIC �; CI f-1 i (r i k 3 4 0 1 ❑ INDIVIDUAL I•D. ND. � / J Iwnn w,Y I,..i,Mcp NAM'Of SYSTEM /e 7/ SPECIFIC EAG1}pN WUEAE SAMR.E COLLEGE SYSTEM UWNU/MON.NAEH NA TEEERONE No. i SAM"COL.LEPrED BY:(Hamet to SOURCE TYPE ❑SURFACE ❑WELL ❑SPRING ❑ PURCH,iSED fOMBINATION ' 41 OTHER SAND RyPORT TO•.II+rMt PutNamv, na bCaaN ...R•/ TYPE OF SAMPLE pW M!W N IM[M.r,IY 1. ❑ DRINKING WATER ❑ CMMlnaled(Residual:—Total_Free) check Ireatmern—l/ ❑ Fillored ❑ Unheated or Other 2. PfRAW SOURCE WATER 3. NEW CONSTRUCTION W REPAIRS { 4. OTHER(Speclty) 1 COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE �/,"�/ 1 PREVIOUS LAD NO. L Y�� .. PREVIOUS SAMPLE COLLECTION DATE V REMARKS: /1 ,7 f.:G'.'�Itr// !/Ywc%C9.•E9 ,!'7' _r/��1-' LABORATORY RESULTS(FOR LAB USE ONLY) I MPN•COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: O/SIMM pnn,u �ml MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old 1. ❑ COnlluem Growlh ❑ Not In Proper Container MF COLIFORM 2 ❑ TNTC , Insullicient Information /1]MF ❑ Provided—Please Read rr Instructions on Form 7FECALCOLIFORM 3. LJ E.cess Debris 4 ❑ FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE: (XSATISF;,CTORY ❑ UNSATISFACTORY' SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS IAB NO, LAIC, IML RECEIVED— RECEIVED BY I i� 69> DATE R"ORTED �/I LADORAT01Y. � I REMARKS k WATER SUPPLIER COPY w, / • ^ / OSHS 13173 iRFaD fI (STATE OF WASHING • `., ,� DEPARTMENT OF SOCIAL AND HEALTH..cRVICES(.- WATER BACTERIOLOGICAL ANALYST$ SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. I DATE COLLECTED TI E CULLECTED COUNTY NAME MONTH DAY YEA' /T- �� '�/ f �' ❑ AM PM '�%I/ TYPE C F SYSTEM IF PU11UC SYSTEM,COMPLETE:PUBLIC �J � CI L.[CUSS • ❑ INDIVIDUAL I,D. No. ! / I` L ��"� 3 4 Iwm m�vinrWn[.I NA47 OF SYSTEM / J Ze SPECIFIC LOCH 'SAM COLLECTk SYSIEN wrMwM'rT NAME ND iRfAgtk NO m�4yn,lanuw_ 1 /BY:I"—) 4'-' 3A_.,r_ SOURCE TYPE \ � ❑SURFACE ❑WELL ❑ SPRING ❑ PURCHASED C1 FOMBINATION �/ or OTHER SSS��ND R��-jjjPORT TO;.IMn1 Ful Name, ogme M IP Cede1 / �Pf i�/.; I TYPE OF SAMPLE 1('Jw.M oMy w n Iry+[olumnl I' 1. ❑ DRINKING WATER ❑ Chlorinted(Residual:—Total_Free) chock treatment Filtered IIFCCC--''''TTTTTT El Untreated or Other P. N SOURCE WATER 3. NE W CONSTRUCTION or REPAIRS 4. OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB N0. PREVIOUS SAMPLE COLLECTION DATE REMARKS: LABORATORY RESULTS fFOR LAO.Use ONLY) MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: O/5�w.+•o.nw IN I' MPN DILUTION TEST UNSUITABLE Sample Too Old I /100 nl 1. ❑ Confluent Gfowlh ❑ Not in Proper COnlainer MF COLIFORM i 2. TNTC insufficient lease Road �00 ml Provided—Please Form In$tleplOns on Fpfm FECAL COLIFORM 3. ❑'Encess Debris ❑ MPN ❑ MF 4 �00.I FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE: I�SATISFACTORY ❑ UNSATISFACTORY' I SEE REVERSE SIDE OF GREEN COP) FOR EXPLANATION OF RESULTS LAO NO. DATE, IME RECEIVLU— RECEIVED 1 DATE REPORTED LABORATORY REMARKS I IWATER SUPPLIER COPY r Er USHS IT 173I R1.811 aL ` STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ MSIRUCTIONS ON&fl(OF GOLDENROD COPY It instructions are not followed, Sarn/R will be rejected. j DATE COLLECTED TIME COLLECTED COUNTY NAME )1 MONTH DAY / YEAR C ! 3,') 7 AM Cl PM rt 11 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: 54 PuauC I.D. No. ��T�, n ancll c1Ass 1 ❑ INDIVIDUAL ('! f1 i I '2 3 4 Iylrv.e Only 1 \\i0lMl1 �^ +! NAME OF SYSTEM SPECIFIC LOCATION WHEItE SAMPLE COLLECTS SYSiEMORfER/1ARi fsWEAFOtt3EROE Np ` 1/\.t11tIW M e rlgq,lilF 141Im,IgM,TMM AA ' / P xt gD 9AMPlE COLLECTED BY:INemel Y SOURCE TYPE / ❑ SURFACE ❑WELL ❑SPRING ❑ PURCHASED P.Q (NATION or OTHER ! SEND REPORT TO.IPnM FUR Merre.Addrss end ZW Goes f Al __ '�r�, A/�, - ..•ter._. 1 + A.SL./! i/'T wABH1YGTON I TYPE OF SAMPLE J 1. 6 DRINKING WA FER ❑�-lt Cnlonnated lReEidual:__Total Freel check Irestmenl Filtered ❑ Untreated or Other i P. Q RAW SOURCE WATER ` (t 3. NEW CONSTRUCTION or REPMRRSS 4. OTHER(Specify) l 1 I COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE i PPEV'UUS I A8 NO PREVIOUS SAMPLE COL.ECTION DATE t REMARKS: LABORATORY RESULTS WE awn MiT.COLIFORM STD PLATE COUNT 4 k SAMPLE NOT TESTED �g BECAUSE: ' l„ua oo\mw s/ml MPN DILUTION fTEST UNSUITABLE Sample Too Old �1 U0 m1 1. ❑ Confluent Growth LJ Not in Proper Container MF COLIFORM Z. ❑ TNTC InaufR clent Information �pp ml r Provided—Please Read FECAL COLIFOR J. G Exteea Debris Instruchbna on Form ❑ MPN % ME 4 W ml FOR D�IIHKINQ WATF,R SAMPLES ONLY,THESE RESULTS ARE', i �SATISFACTOIRY ❑ UNSATISFACTORY k SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULT.: I lAH NO bA THE RECEIVED— RECEIVED BY oo FL. DATE REPORTED LABORATORY pppp, rfMARIL$ .. . f WATER SUPPLIER COPY aulc Testing Laboratories, Iris. Invoice 9A0 S xdh I Iplr ey$heel.$•Hllle.WaSIIinRkx yu108 f406I767.5060 Chemistry Minn+ l)v and Technical Services - — City of Renton Utility Engineer Invoice #"91483 200 Mill Avenue South Renton, WA 98055 August 31, 1987 For the analysis of WATER during the month of Aug: .t 31, 1987 ------------------------------------- $40.50 *8148052 - 8148057 '41 s/g1l4r"p. V, SS - to0WVVzo - LJ-;w 'e/3. $D 6J 0*SOo s - W- F79- $6, yS CJ-'F7S I6•7S' 60- BGPS- $6, 71' Pit &4 o-t. L.rllllu cK E Jb, LA1',i Ur Ilia CITY OF RENTON CERTIFICATION Ctnn 1. THE UNDERSIGNED DO HEPF.SY CrP.TIFY UNDER PrNALTY Of I'MURY, THAT THE MAICIIALS HAVT MIN FURNISHED, THE SERVICED RENDERLD OR THE LJIIDR PEPropNEO AS DEFCRISEO HEREIN, AND THAI IHE CMU IS A JUST. DUE AND UNPAID ODLIGATHJN ADAIHRT THE CnT OF pENTON, AND THAT 1 AY SEP t igSi SwAUTHMIZED TO AUTHENTAI RTIF'T AND C TD SAAI CLAY IO Net 30 Days iM TdA MCII''Iy W IMar bemFYnNF Ivr UNM fFMtea.YwIVd.IE cIAMm N+P.OIbA^c+.wr v xAbILW In Nrt a wxrAmy.TMII Aal wfelA IM FnwIN11 d IAN MVMT! SAmpNf mAy M MxArAeA rllrr MAI,1N uWea aMrANE rpWHM. A DSHS 13I73 IRl.aO STATE OF WASHI NGTON ✓~ DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS .SAMPLE COLLECTION READ INSTRUCTIONS ON IIACK Of GOLOENROn COPY } It Instructions are not followed, Sample wilt be rejected. {, DATE COLLECTED TIME COLLECTED COUNTY NAME (tj MONTH DAY / YEAR 4{ti TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: IC MGRCLC CLASS ❑ INDIVIDUAL I.D. No. �' j r/_. 1, 3 4 onM1 asMan[n NAME OF SYSTEM , f / - SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSTEM MW R,MCA NAMF AND TELER"E NO M A,1CMn Ip t unad.lw wlpn.lw4r.1 � I SAMPLE COLLECTED BY:IN..) SOURCE TYPE ... [,� ❑ SURFACE ❑WELL ❑ SPRING (3 (: PURCHASED _ MBINATION or OTHER SEND REPORT TO:(Prim Fall Name,.Adenine,YW UP CP 01 /7.'.A / WASHINGTON TYPE OF SAMPLE WRrn onp wr.n tma cc:amm 1. ❑ DRINKING WATER ❑ chlorinated(Residual:_Total_F00 ,,,. Check treatment--Do ❑ Filtered ❑ Untreated or Other 2. ❑AAW SOURCE WATER 3. EfJJ NEW CONSTRUCTION or REPAIRS 4. ❑ OTHER(S13eoUY) { COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE t PRFWIOUS IAS NO PREVIOUS SAMPLE COLLECTION DATE REMARKS. v- — — LABORATORY RESULTS(FOR LAO USE ONLY) MP,N-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED ' BECAUSE. i 1L'5' .,roan.a �mI MPN DILUTION TEST UNSUITABLE ❑ Sample To,Old __/1OO ml 1. ❑ Confluent GrOWth ❑ Not In Proper Container MF COLIFORM O�auIIl�lep(In�n��g��o�1 �OU ml �y Inslruclbns an F'prm t FECAL COLIFORM 3. b„LEAc3ss Debris if ❑ MPN ❑ MF 4 ❑ ❑ A 00 in FOR ,yD�f11NKING WATER SAMPLES ONLY.THESE RESULTS ARE: y LI SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. OATE.LME RECEIVED— RECEIVED BY Ici D `REPO 0 TdW: REMARKS WATER SUPPLIER COPY �t s CITY OF RENTON MATERIALS ISSUED s.o.N.. / Z � WATERWORKS UTILITY W.o,N.. TO STOREKEEPER: O.f..r Ih.blb.i�y nwl.ri.l r ouANy. UNIT AccouNy MATERIAL UNIT oE11vEREo _ NUMBEf COST AMOUNT 1 Abe...wl.rbl..oiv.d in good modiboo A►...rn lion lilbd by I Atom mW"l y¢owd by E signs � DSHS 111TJ MIE11 4 F r ~,1 STATE OF wASHINGTON ' (`q�j l ' DEPARTMENT OF SOCIAL AND HEALTH ad1VICES l, J.` WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLEC1iUN 4EAO INSJ8UGT1Q%S ON BACK OF GOLDENROD COPY ,N Instructions are not followed,sample will be rejected. DATE COLLECTED, TIME COLLECTED COUNTY NAME MONTH DAY YEAP ❑ AM ❑ PMI TYPE OF SYSTEM IF PUSLIC SYSTEM,COMPLETE. CIPCtE GAS 6-PUBLIC-PUBLICL 4D. No. I)2 3 4 ❑ INDIVIDUAL NAME OF SYSTEM SPECIFIC LOCATION WHERE SAMPLE COLLECTS SYSTEM(MITER/MCR NAME ANOTRER(ONC ND. Iw ncMn Ip y Kaoa.IM iWvr l.wnlunl SAMPLE COLLECTED BY:INe. 1 j SOURCETYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED -o O COMBINATION SEND REPORT TO'.(Printm run Name,Andre a.M ss Zip Codel T — HER I WASNINGTON TYPE OF RAM rynKs omr a.e..Na co�mm I. ❑ FIRINKINGWATER ❑ Chlorinated(Resioual._Total_Frae) check Veatment—► ❑ `illered ❑ Untreated or Other._ 2. ❑/RAW SC WATER 3. ® NEW CONS.-JCTION or REPAIRS I' 4. ❑ OTHER(Specify) 7OMPLEfi IF THIS SAMPLE IS A CHECK SAMPLE 1{{[ I PREVIOUS ARNO PREVIOI)y SAMPLE COLLECTION DATE REMARKS: - LABORATORY RESULTS(FOR LAB USE OBLY) M N'COLIFURM S'D PLATE COUNT SAMPLE NOT TESTED 1 �5 wsa.oa.ul.� /ml BECAUSE MIN DILUTION TEST'JNSUITA%.E ❑ jample Too Old r /100nn .__ 1. ❑ Con/luent Growth ❑ Not in Proper Container MF COLIFORM ADD in hovlded—Please Read Instructions on Form FECAL COLIFORI, 3. ❑ Excess Deans F ❑ MPN ❑ MF j FOR DRI^'KING WATER SAMPLFS ON'-Y.THESE RESULTS ARF" i Y, �-TISFACTORY ❑ UNSATISFACTORY T + SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS jtJ �Ae NO TA fE.TINE RECEIVED- RECEIVED BY r VANE HE TEO" LABORATORY: t I REMARKS. jl WATER SUPPLIER COPY m, CITY OF RENTON �-' MATERIALS ISSUED S.0.No. -- WATERWORKS UTILITY W.0. MR. TO STOREKEEPER: oe� Dei�.e•Me lelbeing mebrid a OUANI. UNIT ACCOUNT MATERIAL LION AMOUNT oFuvEeED NUMBER CO v i Abe.e roebnal reel, ed in d Abe..rpuhdron Dlled by Abwe roelerwl edered by signed fiyned fp^ed La Testing Laboratories Inc . hmice 9405cxdhflnmeyGlrcM.Seank.W.�sfiinGkm9$108 (206)7675060 Chemistry MicT bb1DV.and Technkal Services City of Renton Utility Engineer Invoice #100191 200 Mill Avenue South Renton, WA 98055 July 30, 1987 For the analysis of WATER during the month of July, 1987 ------------------------------------------ $148.50 *8148030 - 8148051 S/�&'030 - LJOt/ 519G8 - GI. Fl; . '06, 7S P/yS0Y3/><3�- tJox/y95t/ - GJ_ 'Ft' , ,so /y9013 Y31)- 4)OfA5oo� _ GJ- 87S /3•So 06W q fill - tJ- 8U/ *6, 7s - ----- /St803G,37Y38- 4)0#so1O- GJ - 88(0O2O. —w_g(,S r/r. If 8iygoy�o - k)o# Vg&8 - w- 8i (,r7s SEP 2198T F;Y(IA'E"INO, DkPi. CJ+'r Of hYIOM /�18oUa y y3- !J6/i`S o08 - /0- 87C yT1'OF LAVVb uF i1,,, RENTJN CERTIFICAT�I/�yf('�� R.NiAkOM"'M9b 1XI NKRfft CEgT� Moen = ,Tr:1 FVRRFORtO TN[ ,THAT TTHE RENDE C' goll000/t.�.S :ter 1/1(a'0> 1A00q . TN[ 3T THE A AfT. DDUE RANG NEREI AND AOAIN,T TH( CITT q q[NT ONRAID ORLI Af y{1�pAK D STD/lAUTHENT OH. AND THAT 1 AN f10Y FD ENTOV Net 30 Days TM YMe NnpiN1Y d nrosf IalrorororMa NH rMae Mi.Nrof,mcNMirq clnima Nrr nall�gfAcf.a1M NWIAIY m MI a fwrNNY,1NAN rim MGMt IM AmNunl d dif xrNlp.$M�plff maY M dfcerMtl MNr.Mlyfif wWp d1ynY1M r1gNMnn P DeH6,}O9IRIa,I / DSHS 131T31Rtell T • STATE OF W ASXINGTON it � � STATE OF WA81NN0T01� I DEPARTMENT OF SOCIAL AND HEALTH SERVICES`• DEPARTMENT OF SOCIAL AND XEALTIFSERVICES( WATER BACTERIOLOGIC%% LLYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION. RIAO iNSTHLICTIONS ON BA't F' o ,SIMPLE COLLECTION READ INSIRUCTIONS ON BALK Of GOLDENROD COPY II instructions are not followed, sample will be rejected. , If instructions are not followed.Sample will be rejected. ' DATE COLLECTED TIME COLLECTED DATE COLLECTED T�E COLLECTED COUNTY NAME MOMTH DAY YEAR f Mq/1TH DAY YEAR TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. / awa t c1A55 ❑ 6uauc I.D. No. Pueuc I.D. No. h g a ❑ INDIVIDUAL 7 AS5 A ❑ INDIVIDUAL Y L 1? .40antN .aM1,4m � _ NAME OF SYSTEM NAME OF SYSTEM SPECIFIC LOCATION WHERE SAMPLE COLLECTE6 SYSTEM Cw (Mill NAME AND TELEPHONE NO SPECIFIC LOCATION WHERE SAMPLE COLLECTE SYSTEM ONMRrMGP NAME AND TEtEP1Ok 47 I IM a 11M Ip®Klwd.Ina W11on.IpynlNnl � 4HMn Ip i KnCd.liry 4K„rn 1 xM14n1 SAMPLE COLLECTED BY:(Home) SAMPLE COLLECTED BY:Merrill) SOURCE TYPE SOURCE TYPE COMBINATIGN COMBINATION ❑ SURFACE ❑WELL ❑ SPRING [3PURCHASEC k11 ,Tr OTHER ❑6URFACE ❑ WELL El SPRING [I PURCHASED �V Or OTHER SEND REPORT TO'.Wr,nt Full Name.Address and Zip CpCs).. $ REPORT TO IPnm Full Name.Address and 2�P Cadet n. .II _ i WASHING10N —WASHINGTON TYPE OF SAMPLE `YPE OF SAMPLE ry an mif 1 IC.1 m in wluTnl ..WY u'n m,nix coiumn 1. ❑ DRINKING WATER ❑ CDlwinated(Residual:__Totel_Freq 1, DRINKING WATER ❑ Chlorinated(Residuaf._Total_Free) Check treatment--/ ❑ Festered check treatment—i ❑ Filtered Untreated or Other ❑ Untreated or Diller2. ,C❑ RAW SOURCE WATER 2. ❑ RAW SOURCE WATER 3. lS NEW CONSTRUCTION or REPAIRS 3.F NEW CONSTRUCTION or REPAIRS 4. ❑ OTHER(Specify) 4. OTHER(Specify)_ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE PREBFIOUS SAMPLE COLLECTION DATE REMARKS: REMARKS: Y qn LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) j �I MPN CJUFORM STb PLATE COUNT SAMPLE NOT TESTED �pMPN.COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: !::: BECAUSE'. Q�5 wan oosm.a a wame MPN DILUTION TEST UNSUITABLE SampleToo Old ION TEST UNSUITABLE El Sample Too Old A00 m• T. ❑ Gonlluent Growth ❑ Not In Proper Container /1OO nd 1. ❑ Confluent Growth ❑ Not in Proper Container MF COLIFORM MF COLIFORM 2. ❑ TNTC ❑ Insufficient lessis Read 2. ❑ TNTC ❑ '•s4iticmnl lease Reel �JO Im InsProtructions oeae Form fu0 ml instructions o��m� Instructions on Form FECAL COUFORM 3. ❑ Excess Debris ;FORNKINJG FORM 3. ❑ Excess Debris ❑ MPN ❑ MF 4 ❑ ❑ MF 4 ❑_ ❑ __40 mI Il10 mr __. __ . _ FOR D INKING WATER SAMPLES ONLY.THESE RESULTS ARE, WATER SAMPLES ONLY,THESE RESULTS ARE: SATISFACTORY ❑ UNSATISFACTORY £_ACTORv ❑ UNSATISFACTORY -SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVFASE SIDE OF ORE N LAB NO, ECEIYED by COPY FOR EXPLANATION OF RE'&11T8 ------ ------ I TIMEREC RECEIV O By I. DATE TIME RECEWED— R LA�OEIVEU—A 0 � ' DATE REPORTED LABORATORY: DATE REPORTEDy&ILI 0 Y v Y REMA^KS REMARKS WATER SUPPLIER COPY IRS WATER SUPPLIER COPY �r r CITY OF RENTON MATERIALS ISSUED S.0.N., WATERWORKS UTILITY w.o.Nc TO STOREKEEPER Ddwr M.Inllo�ny n.Nrpl 1. oUANT. UNIT ACCOIJAn MATERIAL DEUVfAED NUrME! �ONST AMOUNT 14 Abew w.Nnd noiv.d in y..d to1Wn4n I Ab.v.rq.irili..filbd by Ab..o m.bri.l.N.r.d by fiyn.d �J Eign.d I fit..d !( DEN(/S 131731R1.81) DSHS f31T319flp of STATE OF n' •� DEPARTMENT OF SOCIALASHINGTONAND EALY ry AVLCES\^ STATE OF WASNINGTON \ T OF SOCIAL N H LT StRincinc WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY SAMPLE COLLECTION- READ INSTRUCTIONS ON BACK 01: GOLDENROD COPY e If instructions are not followed, sample will be rejected. i If instructions are not followed,sample will be rejected. i DATE COLLECTED TIME COLLECTED COUNTY NAME ! DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH 1AV JAI 1 MONTH ^DDAY YEAR / C� AM PM 7 , 17 0 7 ❑ AM PM TYPE OF SYSTEM IF PUBLIC SYSTEM.CO PLETE. TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE'. UBLIC �- 00 lF CUSS BLIG /M�t.I :.SUS ❑ INDIVIDUAL I.D. No. 3 < INDIVIDUAL I.D. No. '� , C3 .1 b 3 4 NAME OF SYSTEM NAME OF SYSTEM SPECIFIC LOCATION WHERE SAMPLE CCLLECTE SYSTEMMNfRiMGR NAME AND TELEP14W W SPECIFICLOCATIO WNrpESAMPLE COLLECTED SYSTEM ONMRIMGR NAME AND TELEPHONE NO Ib ICMn 4p t ulgOl,Tire gallon,laumeMl ( Iro r1cMn\ ilelgn Iwnlen 33 SAMPLE COLL TED BY:(Nari`a) SAMPLE COLLECTED BY:(Name, N LE Ot� \)VVQQ'- SOURCE TYPE ��p SOURCE TYPE —' ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED LD._.OTHER ITION E []SURFACE ❑WELL ❑ SPRING ❑ PURCHASED IV OTHER SEND R PQRT TO: Prin{.F;Wl Name,Addr and Zip COEeI /`\'Mf' T` BEyv�F�oRT Tq,(Print F WI Name,Addroas and'Zip Canal Y — KNIT SAL �'t,Rit \cc `A'\F _S.�'C� 4�L Rcc W.1 F- T WASHINGTON r lv SHPNGTON TYPE OF SAMPLE TYPE OF SAMPLE icn.��enn w..ine�owm�. Iciroa onN,..„iMe cnww,i 1. ❑ DRINKINGWATER ❑ Ghlonnated(Residual:_Total Free) 1. ❑ DRINKINGWATER ❑ ChlormatediResidual _Total_Fnrs) Check treatment--► Filtered check treatmeN--) ❑ Filtered rrrrr�� ❑ Untreated or Other ❑ Untreated or Other_ 2RAIN SOURCE WATER 2. RAW SOURCE WATER 3. NEW BA CONSTRUCTION or RFIMa 3. EW M CONSTRUCTION or RMIW All. OTHER(Specify)_ 4. OTHER($patsy) COMPLETE IF THIS SAMPLE IS A(NECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO__ PREVIOUS I All NO • PRE41OUS SAMPLE COLLECTION DATE PROOUS SAMPLE COLLECTION DATE REMARKS REMARKS: LABORATORY RESULTS(FGR LAB LIRE ONLY) Y LABORATORY RESULTS(FOR LAB use oa1LYT MPN-COLIFORM SrD PLATE COUNT SAMPLE NOT TESTED MeN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED �( —(S BECAUSE: U BECAUSE: - 5 wea.w*„•.. �ml wa.e wam.. �ml MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old 1 MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 nil 1. ❑ Confluent Growth ❑ Not In Proper Container /DO"il 1• ❑ Confluent Growth ❑ Not In Proper Container MF COLIFORM MF COLIFORM rT 2. ❑ TNTC ❑ Insufficient lease dead 1. ❑ TNtC ❑ Inauided— InformationsfirRead �OO ni ProvIdInstructions on Read 1OO m Provided nPlease Read Instructions on Form 1 Instructions on Form FECAL COLIFOR 3. ❑ EAces9 Debris FECAL COLIFOR 3. ❑ EKceae Debris ❑ MPN ❑ MF 4 ❑ ❑ ❑ MPN ❑ MF + ❑— ❑ ADD I FOR DAINKINO WATER SAMPLE$ONLY.T ESE RESULTS ARE FORlJ_;PNKING WATER SAME LESQWY.THESE RESULTS ARE.—"— 4 Q�SAT'.SFACTOPY ❑ UNSATISFACTORY SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN FOPy FOR EXPLANATION OF RESULTS a, SEE REVERSE SIDE OF GREE Y COPY FOR EXPLANATION OF RESULTS LAB NO T ERE IVED— RECENF0 8Y LAB V DALE MF RECEt{—pEO-�-- RECEIVED BY DATE REPORTED LAaOMTOR DATE PEPOliffED LABORATORY Il lei REMARKS REMARKS WATER SUPPLIER COPY i WATER SUPPLIER COPY P1 OSHA 13170(Pt411 ' DSHS 131 -IITJIR1411 rse STATE OF WASHINGTpI �O / 'if j !Y 1 STATE OF WASHINOTON (l��RR,',�/) t DEPARTMENT OF SOCIAL AND HEALTH SERVICES ( DEPARTMENT OF SOCIAL AND HEALTH 6E11VICES\, WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION. READ INSIRUCTIONS ON BACK OF GOLDENROD COPY SAMPLE HE AO BISIRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. If instructions are not followed,sample will be relectEKT. DATE COLLECTED TI E_IGOLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME 4ONTX DAY YEAR 7, ` / RIDN DAV YEAR - J ❑ PM TX L, ;1 -I L7 AM AM ❑ PM .�TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM I IF PUBLIC SYSTEM.COMPLETE. fff{ L] nJBLIG fl CI CIA$$ Q UaRE CLASS E w„ I.D. No. 7 D } O L 1 3 4 L5 FuaIN 1.D. No. 7 8 5 o �. 1 2 3 4 ❑ INDIVIDUAL INDIVIDUAL NAME OF SYSTEM NAME OF SYSTEM d SPECIFIC LOCATION WHERE SAMPLE COLIECTE SYSTEM OagEMIMCA NAME AND TELERONE NO SPECIFIC LOCATION WHERE SAMPLE C,OLLEGTE SYSTEM OWIARyfAFA WME AND iRER10NE IID 1 YKM . 1 �1 tin.—I- .. _ Y1 NY\lpY IKd f,.f1Y1 1 \,n� ` SAMPLE COLLECTED BY.(N.me) LAMPLE COLLECTED BY.tNamel SOURCETYPE [ Cp SOURCETYPE ❑ SURFACE ❑ WELL ❑ SPRING PURCHASED Lys MBINATION ,.� or OTHER INATION I or OTHER ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED I-T'q OTHER I SE RE 1D PORT TO:(Print Full Nam..Address and ZIP CPd.I _ $END REPORT 10:IPr1Pt Full Name.Address s110 ZIP Code C' I/ I A / I I i- 'G. • 7 rL. _f ti - i _., r ,"_.• /_ : A ,I`;'�-Y . I WASHINGfOH � WASHINGTON TYPE OF SAMPLE TYPE OF SAMPLE fC1y[M Only CM in Il,i)co'umnl ICbcY oMy u+n ln,t t Wumnl 1. ❑ DRINKING WATER 0 Chlorinated(Residual:_Total_.Free) 1 DRINKING WATER ❑ ChlorinalcO lResitlwF,_Total_F eel check treatment•-► ❑ Filtered check treatment-� LI Filtered 1 ❑ Untreated or 01her_ ❑ Untreated or Other_ 2. ' /�''AW SOURCE WATER 2, RAW SOURCE WATER � _ 3, NEW CONSTRUCTION or REPAIRS 3, LNEW CONSTRUCTION or REPAIRS 4. 0 OTHER(Specity) 4. 0 OTHER1SPecifyp COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO PREVIOUS lAB NO AEVIOUS SAMPLE COLLECTION DATE P.REVIOUS SAMPLE COLLECTION DATE REMARKS: REMARKS: C� fir" v 1 t I k.f - g 7 S LABORATORY RESULTS(FOR LAB USE ONLrI -- _ -- LABORATORY RESULTS(FOR LAB USE sun i_— MPN-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: BECAUSE: MPN DILUTION TEST UNSUITABLE 0 Semple Too Old MPN DILUTION TEST UNSUITABLE 0 Sample Too Old A00 ml 1 0 Confluent Growth ❑ Not In Proper Container /100 mi 1. 0 Confluent Growth ❑ Not in Proper Container MF COLIFORM 2 0 TNTC Insufficient information MF COLIFORM 0 2. ❑ TNTC ,0 Insufficient Information Prrnitkd-Plea9e Read Prrnitled-Plow RaM �UV Instructons on F m �00 ml Instructions on Form FECAL COLIFO 3. ❑ Eacees Debris FECALCOLIFOR 3. 0 EFcess Deeds ❑ MPH ❑ MF 4 ❑ 0 ❑ MPN ❑ MF 4 ❑ 0 ADD MI /00 m1 FOR D�INKING WATER SAMPLES ONLY,THESE RESULTS ARE FORD INKING WATER SAMPLES ONLY,THESE RESULTS ARE. - I�F Al'ISFACTCRY ❑ UNSATISFACTORY ( ATISF ACTORV ❑ UNSATISFACTORY _ SEE REVERSE SIDE Or GREEN COPY FOR EXPLANATION OF RESULTS SEE REMEABE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS AB NO. DAIS TIME RECEIVED- AEC[IVEO By BAg NON0 -- pq TE,11-E RECEWEO- RECEWED By D REPORTED �t I LABOIIATORv TE REPORTE IAbORATORY. L T I PEMAPKS REMARKS WATER SUPPLIER COPY ry WATER SUPPLIER COPY ?H ITY OF RENTON IZ� MATERIALS ISSUED t.o.pw WATERWORKS UTILITY TO STOREKEEPER: D.Irvo OUAM. UNIT ACCOUNT DFLtVEpED NUMtE! COS AMOUNT rt 33Z Abw�nq I r in toad wMiliol I Abwr! Dl.�bVty Sq"! - RAW 1 signed r w 01,6 TARGET SURVEYORS, INC. 1275 12th Avenue N.W. , Suite 14 Issaquah, Washington 98027 (206) 392-8533 July 9, 1987 Mr. Bob Bergstrom, P.E. jVl- 14 1581 Engineering Supervisor ENG'NEEANGOE� City of Renton 200 Mill Avenue South Renton, Washington 98055 Re: Schedule and Progress Report on Renton Projects : Oakesdale Realignment; S.W. 16th Box Culvert, Oakesdale; P1 Acquisition at Long—Maestro and South of S.W. 27th Street; 84th Avenue South Water Main and Maple Valley Highway (SR 169) Water Main. Dear Bob; Our scheduled Progress Report is as follows: 1. Oakesdale Realignment: Vicinity of S.W. 16th Street as requested by CH2M Hill . Schedule of work as follows: Computations: July 9, 1987 Compute alignment with respect to our field control points; Field Work: July 10 , 13 and 14 , 1987 Extend topography to East edge of base sheets, locate and elevate borings and profile Fast and West lines of proposed alignment from South to North right of way of SR 405. Work Sheets: July 17, 1987 Deliver copy of work sheets to CH2M Hill by this date, at the latest. Final Draft: July 24, 1987 Complete final draft. Mr. Bob Bergstrom July 9, 1987 Page Two Existing Mylar Base Sheets: If they can' t be found, we will produce new ones from our Sepia Mylars. 2. S.W. 16th Box Culvert: Alpha Engineers; We are waiting for latest information from Denhender . We may have had it at one time, but do not now. We will finish it as soon as we receive the information. 3. P1 Acquisition: Long Maestro and Long Acres South of S.W. 27th Street; Need Denhender' s latest input. We have a call in for him. Again, we may have had this information at one time, but can not find it. We will finish as soon as we receive the information. Do you want alignments staked on the ground for viewing? Nd 4 . 84th Avenue South: Water Main Replacement; We are waiting to get marked up maps back from various agencies. It was necessary to go through a lot of hoops to resolve all the conflicts in the existing utilities. Base maps are finished , except for adding the rest of utility data. 4. Maple Valley Highway: (SR 169) Water Main; we are waiting for marked up maps from all the utility companies. Base maps are finished , except for adding that data. We anticipate being able to complete these jobs in the next month. Very truly yours, TARGET SURVEYORS, INC. I � Gordon S. Rector, P.L.S. President GSR/sah M E M O R A N D U M DATE: January 16, 1987 TO: Al Wallis, Police Dept. Lee Wheeler, Fire Dept. Ron Nelson, Building b Zoning Dept. Jack Crumley, Street Maintenance Don Monaghan, Design Engineering Ron Olson, Utility Engineering FROM: Richard C. Houghton, Public Works Director SUBJECT: Proposed Closure of Oakesdale Ave. SW from SW 34th to SW 27th We have noted several problems on Oakesdale Ave. SW between SW 34th and SW 27th as a result of the roadway being constructed yet withuut any traffic. Problems noted have been dumping of garbage, vandalism of the street light system and drag racing on weekends. As a result, we are proposing to close Oakesdaie Ave. SW at SW 34th so that vehicular access would be denied. If you have any comments, please provide them in writing to Gary Norris. Thank you. GAN:ad OF RF Imo' �y ,P °z PUBLIC WORKS DEPARTMENT zva IN RICHARD C HOUGHTON • DIRECTOR n0 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH. 98055 p Q 206 235-2569 p'1TfO SEPIV-0 BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: September 12, 1981 TO: Ron Olsen, Utility Engineering FROM: Don Monaghan, Design Engineering SUBJECT: FIRE FLOW ANALYSIS PROPOSED OAKESOALE LID In reference to RH2 Engineers report Of 8-25-86, regarding the above referenced fire flow and our subsequent discussion on this matter, please advise when they will re-analyze the proposed fire flows with the line through the Metro plant being considered in operation. This I- very important that we have this Information to ensure that the Metro line can nr could in fact, provide the necessary relief to allow us to discontinue that portion of 12" line under the P-1 Channel in the approximate location of the Oakesdale bridge. art '/* i October 7 . 1986 Engineering 51158.00 (8/44) CITY OF RENTON 200 Mil; Avenue S Renton, Washington 98055 Attention: Mr. Ron 01sen, Water Engineer Subject: Monster Road Fireflow Analyses Dear 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 �ity' 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 Treatment Facility from SW 7th Street to Monster Road. Both analyses were performed at a hydrant near Container Corporation of America. Results nf 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 capacity at this hydrant of 2,920 gpm. In the second analysis the west connection for the proposed 12" diameter pipeline through Metro's Renton Treatment Facility assumed to be near the base of Metro' s existing reservoir along Monster Ru... Results of this analysis indicate the available fireflow canacity at the hydrant located on Monster Road is approximately 3,7R5 gpm 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 canability 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 Mar,<et Street,P.O. Box 1180,Kirkland,Washington 98033(206)V7.6400 Mr. Ron Olsen October 1, 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 Wpll 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. Tho 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. V { Richard H. Harhert, PE President Attachments-2 cc: Mr, Bob Rergstrom, Engineering Supervisor loaatlon of $YnulubA 11� MtiV11� mill rpm • 70 P'l Uwotsd: 2R2U Vpm 12' Minn Out—of—SwrAq Dulls Construotlon of a 12' t2 12 �9 f. a� 12' g ... 2020 gpm j 5,; fCs 12' 12' 1 1Pt'/ 12' T. 12' 12' 10' 12' 12' 10' OAKESDALE L.I.D.- METRO CONNECTION FIREFLOW ANALYSIS ANALYSIS NO. 1 EAS11M0 FAOUriES PRGf06ED PAOU71CS Location of Simulated 3795 qpm O 20 -51 owated: 2PZo 'r. lY Main Out-of-Swice Dwmg_Co��nalNM�kn �of OakeedckN� 12' 1 12 12' Ei o ypm 5.9 fps i i2. 1 PS gpm 115 Maw t2' '6 J 12- 1Y } .' 12' to, if If too OAKESDALE L.I.D.- METRO CONNECTION FIREFLOW ANALYSIS ANALYSIS NO. 2 EtaS11N0 FAWTIES PROPOSED FACIU71ES S1158.00 a G20/52 Engineereiny August 25, 1986 AUG 2 7 Mr, Ron Olsen, Water Engineer CITY OF RENTON Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Subject: Fireflow Analyses for the Proposed Oakesdale L.I.L. 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 the Oakesdale L.I.D. 'he analyses were performed based upon the City's existing system with the improvements and modifications to tie existing system as shown on the attached figure. All 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 was 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 pipeline 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 water-main extension along Grady Way. Results of this analysis indicate an available fireflow of approximately 1,645 gallons per minute at a pressure residual of 20 psi in the main adjacent to the hydrant. 1410 Market Street,P.O. Box 1180,Kirkland,Washington 98033(206)827-6400 MC. Ron Olsen August 25, 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 of this analysis indicate an available fireflow capacity of 2,651 gallons per minute at a pressure residual of 20 psi in the main adjacent to the 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 residual pressure of 20 psi in this pipeline along Monster Road results in a de-rated fireflow capacity of 1,650 gallons per minute. A summary of the results for these 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 s°ngle largest source of supply, Well 8, out of service (i .e. , due to failure, maintenance, etc.) . A summary of the operational conditions used it 6he 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. 8 is out of service. - Springbrook Springs is supplying the system at 1,300 gallons per minute. - Monroe Avenue Pump Station is out of service. - Highlands 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 Hill 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 fur future reference. If you have any questions or comments regarding these analyses, do not hesitate to contact me. Sincerely, RH2 ENGINEERING, P.S. Richard H. Harbert, P.E. President Attachments-2 cc: Mr. Bob Bergstrom, Engineering Supervisor Attachment S1158.00 G20/53 OAKESDALE L.I.D. FIREFLON ANALYSES SUMMARY OF RESULTS Analysis No. 1 - Fireflow capacity on Monster Road without Grady Way Extension Pipe No. Capacity (gpm) Velocity (fps) A 1,468 4.2 B 1151 ; 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 B 2,482 7.4 Roar, approx. zero C Extension not in service Available Fireflow - 2,400 6.8 - de-rated capacity 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 1,681 4.8 B 1,104 3.1 C 623 1.8 Available Fireflow - 1,645 4.6 - at a residual pressure of 20 psi Analysis No. 4 - Fireflow capacity on Oakesdale Avenue with Grady Way Extension A 2,686 7.6 B 1,750 5.0 C 982 2.8 Available Fireflow - 2,651 7.5 De-rated Fireflow - 1,659 De-rated capacity based on a minimum pressure along Monster Road of 20 psi LOCATION OF SIMULATED 'Zo w FLOW TEST ANALYSES -2 & 4 12" MAIN OUT-OF SERVICE DURING CONSTRUCTION OF OAKESDALE PROJECT A [' LOCATION OF SIMULATED r Of I C I f �i h • FLOW TEST ANALYSES-1 & 3 i Q 4/ . ' PROPOSED 12" MAIN t� EXTENSION ON GRADY WAY 100 rKloo loo i 0040op ' �� d .li OAKESDALE LID FIREFLOW ANALYSES ANALYSIS CAPACITY RESIDUAL # (GPM) PRESSURE (PSI) .110 1. 1432 .20 WITHOUT GRADY WAY IMPROVEMENTS 2. 2400 WITHOUT GRADY WAY IMPROVEMENTS 1430 DERATED CAPACITY 3. 1645 21 WITH GRADY WAY IMPROVEMENTS 4. 2651 WITH GRADY WAY IMPROVEMENTS 1650 DERATEDCAPACITY 51158,00 G20/52 August 25, 1986 AUG 2 7 �� • ; Mr. Ron Olsen, Water Engineer CITY OF RCNTON Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Subject: Fireflow Analyses for the Proposed Oakesdale L.I.O. r Dear Ron: Four computer analyses along Monster Road have been performed t- determine the fireflow capability of the City's water system during cons�, uction of the Oakesdale L.T .D. 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. All form analyses were performed based on the existing 12-inch diameter watennaln on Southwest. Seventh Street heing out of service during constructlon 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 existiny water system with no additional improvements. Results of this analysis indicate that the available fireflow from this vydrant 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 was performed on a hydrant near Container Corporation of America. Results of this analysis Indicate an available fireflow capacity of 2,435 gallons per mInnt,e 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 tern. De-raring the fireflow capacity to maintain a minimum of 20 psi In the pipeline in Lhis area results In a reduced rlreflow 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 P-Inch waternain extension along Grady Way. Results of this analysis indicate an av,�iIahle fireflow o, approximately i ,645 gallons per minute at a pressure residual of 20 psi in the main adjacent to the hydrant. 1410 Market Street,P.O. Box 1180,Kirkland,Washington 98033(206)827.6400 Mr. Ron Olsen ("k r August 25, 1986 Page 2 The conditions for Analysis No. 4 are similar to Analysis No. 2 except to Include the 12-inch watermaln Pxtension along Grady Way. Results of thls analysis Indicate an available firpflow capacity of 2,051 gallons por minute at a pressure residual c " 20 psi in the main adjacent to the hydrant. However, system pressures along Mmnstpr Road in the vicinil.y of the Metro reservoir are approximately zero. De- rating the firpfinw capacity to maintain a re.sHoal pressure of 70 psi In this pipeline along Monster Road results in a de-rated flreflow capacity of 1.r.5t1 gallons per minute. A somnary of the results for these analyses is presented in the attachpul table. Firefiow capability for these analysis was based on the lnsurancp Services Offices ( iSO criteria) which is used by the Washington Survey and Rating Bureau, the local rating canpany. in accordance with 1S0 criteria, the water system was Simulated experiencing maximum day demand with the single largest source of supply, Well n, out of service ( i .p. , (tue to failure, maintenance, etc.) . A summary of the operational conditions used In the analyses it 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. 8 is out of service. - Springbrook Springs Is supplying the system at 1 ,300 gallons per minute. - Monroe Avenue Pump Station is out of service. - Mlghlands Pump Station is operatinq at 1 ,200 gallons per minute. - Mt. Olivet Pump Station Is operating at 1.7(K) gallons per minut.e. - Windsor Hills Pump Station is operating at 1 ,950 gallons per minute. - The Talbot ilill Reservoir is in operation. A figure summarizing the ntreflow, analyses is attached for your reference. Cnpies of the computer ;,sa)yses have been retained in this office for future reference. if you have any questions or camnents regarding these analyses, do not hesitate to contact me. Sincerely, R112 ENGINEERINNG, A.S. Richard�Harbert. P. President Atta-hments-2 cc: Mr. Bob Bergstrom, Engineering Supervisor Attachment S1158.00 G20/53 OAKF.SUALE L.I.D. FIREFLOW ANALYSES SUMMARY OF RESULIS Analysts No. 1 - Fireflow capacity on Monster Road without Grady Way Extension Piffle No. CaJacity_(9Vm) Velucity ( fl-Is) A 1 ,468 4.7 B 1 ,515 4.3 C Fxtension not in service Available Fireflow - 1432 4.2 at a residual pressure of 20 psi Analysis No. 2 - Fireflow capacity on Dakesdale Avenue without Grady Way Fxtrnsion A 2,435 6.9 - pressure along Monster R 2,492 1.4 Road approx. zero C Extension not in service Available Fireflow - 2.400 6.8 - de-rated capacity haled 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 B 1,104 3.1 C 623 1.0 Available Fireflow - 1,645 4.6 - at a residual pressure of 20 psi Am. ysls No. 4 - Fireflow capacity on Oakesdale Avenue with Grady Way Extension A 2,696 7.6 B 1 ,750 5.0 C 982 2.9 Available Ftreflow - 2,651 7.5 De-rated Fireflow - 1 ,659 ne-rated capacity haled on a minimum pressure along Monster Road of 20 psi CT A `♦ II FLOW IUNOf ALYSCTEU ♦ ! _� _ _ n� fIOW iESt ANgIYSES 4 A 4 + � /1+ ', E v- a� +•�jJ"—Z l*"'—t 17-MAIN OUT-O r SERVICE 1 i DURING CONSTRUCTION OF ' CAKESDALE PnOJECT LOCATION Or SIMULATED FLOW LEST ANAL VSF8.fE3.1 6 7 %% �� O , _ % � % % O it ♦• T�� -' 1 0 p PROPOSED 17-MAIN EXTENSION ON GRADY WAY ♦ O I `J p � 1O el /leO 00 r' tY OAKESPALE LID FIREFLOW ANALYSES ANALYSIS CAPACITY RESIDUAL M (RPM) PRESSURE (PSI) 1. 1432 .20 WITIIOUTGRADY WAY IMPROVEMT:..3 �Le; 2. 2400 WI111011I GIIADY WAY IMI`I10Vi'MYNIS S• ' 1'011 DEMIEDCAPACIIY ' 3. 1L 21 1VIIIIGIIADY WAY IMPROVEMENTS :r• A. 2651 WITIIGRADY WAY IMPROVCMENTS ? . 1650 DERATEDCAPACITY b! r• 1111 ENDING F FIL FILE TITLE vV� 8 75 oot LT p"332 Vp,icr C, � ady WAY f4 /h � hste... r fed.