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z <br /> / PROPOSED CONNECTION LINE KEY MAP <br /> a dN0 <br /> W/E!f W/E I <br /> WIE� <br /> 310 .� WIE EGW394 y <br /> — 308 N Er <br /> 308 $ PROPOSED VAULT LOCATION EGW192 EXTRACTION WELL, a , <br /> 04 " N "11 EGW192R WELL VAULT,WELLHEAD <br /> — V, EQUIPMENT TO BE 03 �� N <br /> / SSCROSING 302 DECOMMISSIONED <br /> N:346,188.1917 -z08 4 EGW192R <br /> E:1,286,844.0413-398 -5_CONNECTION L <br /> 0 2e — \ V <br /> EO_ E EGW143 O ss• 3 <br /> E E E ss-55 _i L <br /> EaO+D o+ + O N v tO ro O N ,p O O EGW192 <br /> s 55155�Oss pMG-P4—ssv�ss mss + ss mss —ss + EGW193��s ss�ss—mss ss O <br /> PMG-P6 <br /> —mM1v IEIc FMM1vIEIc FMM1vI <br /> FMw,E/c�FMAN,E rE,c�FM/WrE,c�FMAY,F/cIE —E FMAVIFJc�FMM1VIEIc <br /> ESB1505 <br /> 45°HDPE ELBOW WITH THRUST PMG-PS 2ti SS CROSING <br /> BLOCKS(EXTRACTION AND EGW203 PMG-P7 EXTRACTION N:346,545.3255 <br /> --DISCHARGE-PwP — INTERSECTION: ® f�l-1 WELL VAULT E:1,286,986.346 <br /> STA 22+15(ALIGNMENT TO EGW176)= <br /> UTILITY TRENCH <br /> STA 7+34(4"HDPE PIPE TO OUTFALL <br /> ALIGNMENT(CENTERLINE) WELL CONTROL PANEL <br /> VAULT <br /> EXTRACTION <br /> LL EGW192,EGW193) <br /> LL EX ACCESS PATH IL-1 WELLVAULT <br /> LLLL LL W LL LL W 41 0 20 40 <br /> Scale in Feet 2. <br /> LL W EX WETLAND LL e r e e LL <br /> LL LL LL r W LL r LLLL r ""e LL r "" LL / LL 'EX WETLAND <br /> 300- -300 <br /> SS CROSSING <br /> 295 EXISTING GROUND WELL CONTROL PANEL -295 <br /> VAULT(EGW176, <br /> EGW192,EGW193) <br /> EG W 193 <br /> 1 <br /> 290- E E -290 <br /> !EGW192 EXTRACTION WELL,WELL VAULT, <br /> WELLHEAD EQUIPMENT TO BE <br /> E�_ <br /> _ E E <br /> 285- DECOMMISSIONED -285 <br /> = <br /> EGW192 <br /> POWER LINE <br /> 280- CONDUIT -280 <br /> (2)4"HDPE(SDR 11)DISCHARGE <br /> �3 AND EXTRACTION PIPE(SEE <br /> 275- ELECTRICAL DRAWINGS FOR =_ -275 <br /> C=5 POWER AND COMMUNICATIONS <br /> CONDUIT SPECS 24 DIA. NOTES <br /> SANITARY SEWER <br /> 1. THE LOCATION AND DEPTH OF PIPING/CONDUITS AS SHOWN ARE <br /> g 270- \ - --__ -270 APPROXIMATE. <br /> 3 2. ALL TRENCHING TO BE CONDUCTED AT LEAST 5'(LATERAL)FROM <br /> EXISTING SNOHOMISH COUNTY PUD-OWNED POWER LINES, <br /> WHERE POSSIBLE. <br /> 265- -265 <br /> 3. WHERE POSSIBLE,UTILITY CROSSINGS TO BE CONDUCTED WITH <br /> SEWER LINE FROM AT LEAST 1'OF VERTICAL SEPARATION. <br /> SOUTHWEST <br /> 0 260-1 1 1 1 1 1 1 1 260 <br /> 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 <br /> 3 0 20 40 <br /> HORIZONTAL SCALE 1"=20' SRA ED Br: JEFFREY I.VALLUZZI AV 9/30/2020 PROIE NO. <br /> BOEING MILL GULCH 025175120.021 <br /> VERTICLE SCALE 1"=5' DESIGNED BY: JEREDA.NEWCOMB JAN 9/30/2020 LANDAU DOWNGRADIENT PLUME INTERIM ACTION-PHASE 2 <br /> 14 ASSOCIATES EGW192 RELOCATION DATE <br /> CALL 2 WORKING DAYS <br /> REVIEWED P: PIPER M.ROELEN,P.E. PMR 9/30/2020 SEPTEMBER,2020 <br /> n <br /> PRIOR TO EXCAVATION APPROVED BY: PIPER M.ROELEN,P.E. PMR 9/30/2020 EVERETT,WASHINGTON SHEET <br /> G <br /> 1-800<24-5555 130 2ND AVENUE S. 6 OF 14 <br /> DUMP NO WASTE EDMONDS,WASHINGTON 98020 PLAN AND PROFILE DRAWING NO. <br /> DRAINS TO STREAM <br /> NO. DATE REVISIONS DESIGNED REVIEWED APPROVED `T`w''90%DESIGN DRAWINGS INITIAL DATE (425)778-0907,FAX(425)778-6409 C-3 <br />