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Home My WebLink AboutWTR2700974 Q-L�WOOD GOLF COURSE 12" WATER MAIN w-974 BEGINNING OF FILE STATE OF w'4NINOTON a"UI Total) DEPARTMENT OF SOC AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS ..L1"I. •I,•,, ,..1N 111AD M}'.,;, 11,N, r 1IA,.h 1- ,1, If vi,,,lI 1-4 It Inlitti.oUonit am not followed,EamPla will be nlacted. I DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR 1.2 : q5 1 29 81 ❑ AM PM t1 TYPE OF SYSTEM IF PUBLIC 5Y5TEM.COMPLE•E 1pPUBLIC I.D. No.�7 I Y 5 INDIVIDUAL / 7 t E NAME OF SYSTEM' — 1 "Y nr OR f Nlw I SK CHIP LOCATION WNERi SAMRI I COI I f CITI SYTOIM fAMAH NOR NAW ANn IRI HONF TO II m,�.., .,,,.., ,,,,,N,., Taft SfBd �m�piL�..+ GEg leM.Ye � , N alRnr I�y NA 6 35 [fib MPLE COLLFCTE08Y.m«nn �SUI+ �e e I lZn YY 80URC v ❑SURFACE ❑WELL U SPRING C1 PURCHASED ByCOMBINATION /�m OTHER S ID REPORT IFnm F0n Mm., [,rq ��Q,4 .,. lewbhi wAAHINOIOH �S TYPE OF EAMKE 1. t.l DRINRINCWATER ❑ CMOrIMbnlRaslduAf_TOIEI_"FrE.I eMck Irolmanl C❑f-Jl FHleraR 'J U.N.w.or OF", 2. RAW SOURCE WATER $. NEW CONSTRUCTION or NMWM A. OTHER ISpctlYl __ __ COMPLETE IF THIS��SAA-MPP'LE1''IS A CHECK SAMPtL HNVIOUS 1 AS NO J.1.`i uA1—_._ PREVIOUS SAMPLE COLLECTION DATE REM,RAS �• I ---=_ S ?�AE011ATDIIY RTt w uN DREW M�F! COLIfOAM STD PLATE COUNT SAMPLE NOT TESTED AW SncY' BECAUSE. MPN DILUTION^ TEST UNSUITABLE ❑ SEmPiF 7m Old nll 4,Q COnIIVAnt OlnwtR ❑ NOT In PryP.r C..A.., MIT COLIFORM 2. ❑ TNTC In.ulncront AlOOM.IIWI �IM II%Ou O0,W NAAIN1d NIAIN<HonF nn Fotm FICAI LOLIFORM2. ❑ E.wU MMR 0 MPN �MITC ❑ 0 OnM LY FUN Q1WKING WATER SAMPLES ONLY,THESE RESULTS ARE.-^" _ UM SATISPACTORY ❑ UNSATISFACTORY V. t.I ALVFRSF SIDE OF GREEN COPY FUN EXPLANATION OF RESU.14 lPB HO MT[. MI RECEIVED— WSW Y lt� ."_�l MI, D illT LA ATLITiY 1A WATLR SUPPLIER COPY I "HIS li1Te e1H11 ' STATE Of WISNIHOTON A I DEPARTMENT OF SOCIAL AND MAL IN SERVaddE WATER BACTERIOLOGICAL ANALYSIS 9AMPlf f011 ECTION Rt AD INS14VCDONS ON NY), If Inetructlons are not followed,$Ample will be felecteo DATE COLLECTED TIME COLLECTED COUNTV NAME L�SyS1 If PPm UBLIC 9 STEM ®FM-PLETE�t PUBLIC 5,L ❑ INDIVIDUAL I'�' No. 7 I 8 5 6 L /I♦7 ;'�4 NAME OF SYSTEM i Y A tiff RA N . SPECIFIC IOCAtxW WNf Mf CANPEE COIICC STEtEM IRViFRMCA KLW ANP lE ,� MQ leEAK+eA a (OLWSC V4 for m thou � ) 235. 16 66 i MPLE COLLECTED BY Ibm.I i bIXUL CAFOUR. • SOURCE TYPE SURFACE ❑WELL C)SPRING PURCHASED ICYFOMBINATIO' Y'�or OI HER SE REPORT TO. mfml N.m. A . l�Pa 1 16 In 1'C(A1'{D11 Ae INDTONN Pf Of eANPL[ I-, 1, „DRINKING WATER U CIHalrw W(Rulduat—To1M__FHHq oMOA Ilatmenl—► E F$NPetl ❑ UnNeaINd 01 Other Y. RAW SOURCE WATER 3 N!W CONSIIKICTION orelMwlRBa ' 4 OTHER ISWHVI _ __ I COMPLETE IF THIS SAMPLE 19 A CHECK SAMPLE i Pw woos I AE Nu__ 1. PRFVIOU5 SAMPLE COLLECTION DATE REMARKS IABI S I vc FEk �{Al YE4( U LABORATOR EEULTB I`001 LAR U E ONLY) N-COLIF04M STO PLATE COUNT SAA PLE NOT TESTED BECAUSE MPN DILUTION w TEST UNSUITABLE tJ SAmPIe Too Old ❑ Cuxllpenl GrUMN ❑ N01 in P• pPa Conlauwr MP COLIFORM 2. ❑ TNTC Ineu e Provided. P104's Rqd FECAL COUFORM 3. ❑ Exceee Doom IneUuclm m ne on Far C) MAN CU IMF dl O_—i` ❑ FORD KIIIO WATBR SAMPLES ONLY,THESE RESULTS ARE. SATISFACTORY ❑ UNSATISFACTORY .'.hl .Nip Pol", R LAS Z , DATE,nME FIFIT EU (� RECMvee ev e DATE 1REPDBTF /v \ � �� 1 . u To$v PFMARMe WATER SUPPLIER COPY os«s t>In IRlan STATE OF WASNINOTON -11.1yrr1-�L DEPARTMENT Of SOCIAL AND HEALTH SERVICES J q 19 WATER BACTERIOLOGICAL ANALYgli i 'IAMlq 1 'Ott P CON BEAD INSff,TiONi ON BACK Of DOL PEPPED COPY It Instructions are not follotit-Sample will be rejected. DATE COLLECTED TIME COLLECTjO I COUNTY NAME FT p.� VE,R 1 : ,TAU LMT 88 Ll AM�L ktNb TYPE OF SYSTEM I If PUBLIC SYSTEM.COMPLETE {� * BLIC ! .11 BASS < i Q INDIVIDUAL I.D. NO. , ' 8 S d L 1 ? 1 i NAME Of SYSTEM of SkfpFIC IGCAIIDN WNERF SAMPII LUIIECIEG SvShM OANEP,MfiN NAMI AMI TLI:RiUNE NO j� •e•Iw m.m �lMMO�•��Lr�6UyfG � V F1 lanY VARnlnrrrpaaE b ( ) 23S_?C44 MPLE COLLECTED BY Memq SOURGETYPE R 6A4auQ . IP'TYPE Q 8 SURFACE ❑WELL ❑ SPRING ❑ PURCHASED OMBINATION @1 r CTHER fSEkID R Pl. I Full u1�mn ApSyR�tEVE� `L t ..JT Cat �1RM��i q WASNINGTON 3K6 1VPF OF"FuNke 1 C7 DRINKINGWATER (:1 CnlonnRINIPARS AII—ToMI__F,.) cnPCk 1gallmirt-i ❑ FlNned ❑ Unlrestw Or D1N« $. ❑ RAW SOURCE WATER 3. ®NEW CONSTRUCTION or A^ I. ❑ OTHER iSUealfyl I COMPLETE IF 1 HIS SAMPLE IS A CHECK SAMPLE- AIFVWUS I AS Nu EVIOUS SAMPLE COLLECTION DATE _ 1 !MARKS / n (aTN• t L 2A -/ GTGAI �il ISP, a son ON vv +l dq d A8 ATO PEBUI 81R a LAB uK ONLY) MPN COLIFORM STD PI ATE COUNT SAMPLE NOT TESTED BECAUSF. .,, < �S we.•no.,ew �ml I MON DILUTION TEST UNSUITABLE ❑ Sample Too OM I AW mi 1. ❑ Conlluant GmvAm U Not In ProOer CmAmi r ME COI(FORM Y, ❑ TEtTC ❑ I1u1ficil l m1o"nallon 1 Aw ml Provided-Plaeu deed 3. ❑ OStrmAmm,on Form f fE AL COUFOR E+cosa Deona MEAN ME I(M e11 FOR DRINKING WATER SAMPLSE ONLY.T ' !RESULTS ARE �] SATISFACTORY UNSATISFACTORY Ua NO --_-- - OAm !""WED.- �- RECFIVED Br ` a „ft ( TED LASORATORY REMARKS WATER SUPPLIER COPY 'P, w-17Q- 7t . UTILITIES COMMI'r'r EE COMMITPEE REPORT AUGUST 15, 1988 Fire Protection for Maple wood Golf Cour' (Referred R August 1, 1988) The Utilities Committee r•,ncurs in the recommendation of the Public Works Department, the Fire Depattnrcnt, and Parks Departrent to install the water main necessary for providing fire protection to the Maplewood Golf Course facilities. Funding for the project is available with the Utility Division budget. Rober lughAan 1 Of Nancy Mathew , Vice Chairman Toni Nelson, Member wlr ..�.. ....., ,,..,,,o ncutun, wasnulgton 98055 - (206) 235-2569 l FORCES, Ibs INPUT I MOMENTUM PRESSURE TOTAL ANGLE OF 11 .25 I PARALLEL BEND, dog I TO INFLOW ,2) (804) (806) 1 DIAMETER 12 1 NORMAL BEND, in I TO INFLOW 22 8, 164 8, 185 1 FLOWRATE 3, 000 1 NORMAL gpm TO BEND 22 8,203 8,225 PRESSURE 370 1 ANGLE FROM psi I INFLOW TO I THRUST, dog 84.38 84.38 84.38 VELOCITY 8 . 51 1 fps ; l OFFSET, in MOMENT FROM OFFSETS, ft* lbs AREA OF 113. 10 ; ------------ ______________________O_ BEND, in2 I 0 DESIGN CRITER 'A FOR BENDS SOIL BEARING LOADS 2000 Lb. per Sq, Ft . SURFACE AREA OF CONCRETE BLOCK 4. 11 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2 . 5 Ft . WIDTH OF CONCRETE BLOCK 1 .6 Ft `_-"_`_ -_zzzzzzzzzczzzac=zzz=------ THRUST FROM TEES OR DEAD ENDS: 41 ,846 POUNDS SOIL BEARING LOADS 2000 Lb. per Sq. Ft . SURFACE AREA OF CONCRETE BLOCK 20 . 92 Sq. Ft . HEI,!HT OF CONCRETE BLOCK 2. 5 Ft . WIDTH OF CONCRETE BLOCK 6.4 Ft . FORCES, Ibs INPUT 1I MOMENTUM PRESSURE TOTAL ------------------ I ---- ANGLE OF 22. 50 1 PARALLEL BEND, deg I TO INFLOW (8) (3, 185) (3, 194 ) 1 DIAMETER 12 1 NORMAL BEND, In 1 TO INFLOW 42 16 , 014 16,056 1 FLOWRATE 3,000 1 NORMAL gpm 1 TO BEND 43 16 , 328 16 ,371 1 PRESSURE 370 t ANGLE FROM psi I INFLOW TO i THRUST, deg 78 . 75 78 . 75 78. 75 VELOCITY 8 . 51 1 fpsI --------------------------------------- -------- I OFFSET, In MOMENT FROM OFFS-ETS, tt Ibs AREA OF 113. 10 t ------------ ------------------------ BEND, in2 I 0 DESIGN CRITERIA FOR BENDS SOIL BEARING LOADS 2000 Lb. per Sq. Ft . SURFACE AREA OF CONCRETE BLOCK 8 . 'q Sq . Ft . HEIGHT OF CONCRETE BLOCK 2. 5 Ft . WIDTH OF CONCRETE BLOCK 3.3 Ft . THRUST FROM TEES OR DEAD ENDS: 41 ,846 POUNDS SOIL BEARING LOADS 2000 Lb. per Sq. Ft . SURFACE AREA OF CONCRETE BLOCK 20 .82 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2. 5 Ft . WIDTH OF CONCRETE BLOCK 8.4 Ft . FORCES, Ibs TOTAL INPUT 1 MOMENTUM PRESSURE ----- 1 ANGLE OF 45 .00 ' PARALLEL (32) 112 ,256) ( 12 ,289) BEND, dog TO f DIAMETEH 12 1 NORMAL 76 29 , 590 29,668 BEND, in I TO INFLOW FLOWRATE 3,000 I NORMAL 84 32 ,028 32, 112 gpm TO BEND PRESSURE 370 t ANGLE FROM psi 1 INFLOW TO 87 , 5D 67 . 50 57.50 I THRUST, dog VELOCITY 8.51 ----------------- ---------- fps MOMENT FROM OFFSETS, ft+ .bs 1 OFFSET, in ------------------------ AREA OF 113. 10 I ------------ 0 BEND, in2 I ----- DESIGN CRITERIA FOR BENDS 2000 Lb. per Sq. Ft . SOIL BEARING LOADS SURFACE AREA OF CONCRETE BLOCK 16 .06 Sq. Ft . HEIGHT JF CONCRETE BLOCK 2 . 5 Ft . WIDTH OF CONCRETE BLOCK 8 .4 Ft . THRUST FROM TEES OR DEAD ENDS: 41 ,846 POUNDS 2000 Lb. per Sq. Ft . SOIL BEARING LOADS SURFACE AREA OF CONCRETE BLOCK 20 .92 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2. 5 Ft . WIDTH OF CONCRETE BLOCK 8.4 Ft . INPUT FORCES, Ibs MOMENTUM PRESSURE TOTAL ANGLE OF 11 .25 I PARALLEL -------- -------- - --- BEND, deg 1 TO INFLOW ( 5 ) 1357 (362 ) DIAMETER 8 1 NORMAL BEND, in I TO INFLOW 4J 3, 628 3, 677 FLOWRATE 3,000 1 NORMAL 9pm 1 TO BEND 49 3,646 3.605 1 PRESSURE 370 1 ANGLE FROM psi 1 INFLOW TO I THRUST, deg 84. 38 84.38 84. 38 VELOCITY 19 . 15 fps 1 OFFSET, in MOMENT FROM OFFSETS, ft*Ibs AREA OF $0.27 1 ------------ BEND, in2 ----------------------0- =OOO====--'-'-'------ DESIGN URITERIA FOR BENDS SOIL BEARING LOADS 2000 Lb. per sq. Ft . SURFACE AREA OF CONCRETE BLOCK 1 . 85 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2 Ft . WIDTH OF CONCRETE BLOCK 0 .9 Ft . ----------^THRUST FROM FROM TEES OR DEAD ENDS: 18 , 598 POUNDS SOIL BEARING LOADS 2000 Lb. per Sq. Ft . SURFACE AREA OF CONCRETE BLOCK 9.30 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2 Ft WIDTH OF CONCRETE BLOCK 4.6 Ft . qr FORCES, Ibs INPUT MOMENTUM PRESSURE TOTAL -----------------` -------- -------- ----- ANGLE OF 22 . 50 PARALLEL LEND, deg 1 TO INFLOW ( 19 ) ( 1 ,416) ( 1 ,435) DIAMETER 8 I NORMAL BEND, in I TO INFLOW 95 7 , 117 7 ,212 FLOWRATE 3,000 I NORMAL gpm 1 TO BEND 97 7 . 257 7,354 PRESSURE 370 1 ANGLE FROM psi INFLOW TO 1 THRUST, deg 78.75 78. 7' 78.75 VELOCITY 19 . 15 tps , ________________________________________________ 1 OFFSET, in MOMENT FROM OFFSETS, ft+lbs AREA OF 50.21 1 ------------ ________________^_______ BEND, in2 r 0 0 DESIGN CRITERIA FOR BENDS SOIL BEARING LOADS 2000 Lb. per Sq Ft . SURFACE AREA OF CONCRETE BLOCK 3 68 Sq . Ft . HEIGHT OF CONCRETE BLOCK 2 F1 . WIDTH OF CONCRETE BLOCK 1 .8 Ft . THRUST FROM TEES OR DEAD ENDS: 18, 598 POUNDS SO BEAP'NG LOADS 2000 Lb. per Sq. Ft . SURFACE AREA OF CONCRETE BLOCK 9 . 30 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2 Ft . WIDTH OF CONCRETE BLOCK 4.5 Ft . ( FORCES, Ibs INPUT I MOMENTUM PRESSURE TOTAL -----------"------ I -------- -------- ----- ANGLE OF 45 .00 1 PARALLEL BEND, deg 1 TO INFLOW (73) (5,447) (5, 520) 1 DIAMETER 8 1 NORMAL BEND, in I TO INFLOW 176 13, 151 13,327 FLOWRATE 3,000 1 NORMAL gpm 1 TO BEND 190 14,234 14,425 1 ?RESSURE 370 1 ANGLE FROM psi 1 INFLOW TO I THRUST, deg 07. 50 67 . 50 67 . 50 VELOCITY 19. 15 1 fps I I OFFSET, In MOMENT FROM OFFSETS, ft* lbs AREA OF 50.27 1 ------------ ------------------------ BEND, in2 i 0 0 DESIGN CRITERIA FOR BENDS SOIL BEARING LOADS 2000 Lb. per Sq. Ft . SURFACE AREA OF CONCRETE BLOCK 7 .21 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2 Ft . WIDTH OF CONCRETE BLOCK ?.5 Ft . THRUST FROM TEES OR DEAD ENDS: 18 , 598 POUNDS SOIL BEARING LOADS 2000 Lb. per Sq. Ft . SURFACE AF .A OF CONCRETE BLOCK 0 . 30 Sq. Ft . HEIGHT OF CONCRETE BLOCK 2 Ft . WIDTH OF CONCRETE BLOCK 4.6 Ft . CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering MEMORANDUM DATE: August 16, 1988 TO: FILE W-974 FROM: Ron Olsen, Utility Engineer SUBJECT: Fire Protection Main for Maplewood Golf Course Club Clouse and Maintenance Facilities In an effort to expedite the installation of fire protection to the aforementioned facility, as directed by Council, the Utility Engineering Division intends to have this water main installation allocated by change order to an existing contract with a utility contractor. Two written bids were received August 12, 1988, and they were as follows: I. Burt Robison in the amount of $45,761.35 ♦ S3,706.67 (tan) for a total of S49,468 02. 2. Grant Construction in the amount of $36,729.50 ♦ S2,975.09 (tax) for a total of S39,104.59. This procedure was discussed with City Attorney Larry Warren on Friday, August 12, 1988. With his concurrence, this Utility is proceeding to prepare a change order for Grant Construction, Contract S-442, CAG 007-87, in the amount of $39,704.59 for this installation of the fire protection for the Maplewood Golf Course Club House and Maintenance Facilities. _ _ Ron Olsen dl/W974fire/drt:jlm CC: Richard C. Houghton Public Works Director 200 Mill Avenue South - Renton, Washington 98055 • (206) 235.2631 UTILITIES COMMITTEE COMMITTEE REPORT AUGUST 15, 1988 Fire Protection for Maplewood Golf Course Facilities (Referred August 1, 1999) The Utilities Committee coccurs in the recommendatior of the Public Works Department, the Fire Department, and Parks Lepartment to install the water main necessary for providing fire protection to the Maplewood Golf Course facilities. Funding for the project is availabt+ with the Utility Division budget. Ro r ughes, Cha' tan v Nancy Mathew t, Vice Chairman /a--P J _ Toni Nelson, Member ^ wtr 44f CITY OF RENTON i.t PUBLIC WORKS DEPARTMENT E nrl Clymer, Mayor Richard C. Houghton, Director August 4, I988 Robert Hughes, Chairman Member of the Utilities Committee Subject: Fire Protection for Maplewood Golf Course Facilities Dear r hairman Hughes and Committee Members: It is the recommendation of the Public Works Department, the Fire Department, and the Parks Department to install the water main necessary for providing fire protection to the Maplewood Golf Course facilities. The estimated tort for this installation is approximately $68,000.00. Necessary funding for this project is available with the Utility Division budget. Very truly yours, Richard C. Houghton Public Works Director wtr 200 Mill .Avenue South - Renton, Washington 98055 - (206) 233.2369 UTILITIES COMMITTEE COMMITTEE REPORT AUGUST 15, 1988 Fire Protection for Maplewood Golf Course Facilities (Referred August 1, 1988) The Utilities Committee concurs in the recommendation of the Public Works Department, the Fire Department, and Parks Department to install the water main necessary for providing fire protection to the Maplewood Golf Course facilities. Funding for the project is available with the Utility Division budget. Robert Hughes. Chairman Nancy Mathews, Vice Chairman Toni Nelson, Member wtr fiu6 t o isaa CITY OF RENTON Engineering Dept. AV- CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Msvor Richard C. Houghton, Director August 4, 1989 Robert Hughes, Chairman Member of the Utilities Committee Subject: Fire Protection for Maplewood Golf Course Facilities Dear Chairman Hughes and Committee Member It is the recommendation of the Public works Department, the Fire Department, and the Parks Department to install the Water main necessary for providing fire protection to the Maplewood Golf Course facilities. The estimated cost for this installation is approximately S66,000.00. Necessam funding for this project is available With the Utility Divisior budget. Very truly ,yours, / Richard C, Houghton__ 6J Public Works Director Wtr 200 Mill Avenue South Renton, Washington 98055 - (206) 235.2569