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IF, low <br /> GMW8 e <br /> CE+1534 " <br /> GWE-6 05 <br /> ♦ - APPROXIMATE BORING LOCATIONS <br /> fy -APPROXIMATE MONITORING WELL LOCATIONS <br /> ESTIMATED EXTENT OF SOIL CONTAMINARON <br /> CE - ELEVATION OF THE TOP OF PVC CASING ON THE <br /> NORTHERLY EDGE OF EACH MONITORING WELL <br /> 6MW4 <br /> GWE - GROUND WATER ELEVATION <br /> CE+15 72 - GROUND WATER FLOW DIRECTION 4-10-96 <br /> GWE-4 64 <br /> ENCLOSED TANK STORAGE 55-GAUON DRMS CONTAININC GRUUUNOWATER IVOiFS. <br /> I SITE PLAN DRAFTED FROM FIELD MEASUREMENTS <br /> 2 MONITORING WELLS SURVEYED BY ROBERT E YOVNC <br /> B M W5 ENGINEERS <br /> ASPHALT CE+15 59 3 GROUNDWATER FLOW DIRECTION BASED ON WATER LEVEL <br /> ABOVECROUND CONCRETE „xy GWE-4 56 MEASUREMENTS OBTAINED FROM kW? MW2 k MW4 <br /> FORMER WASTE OIL UST DIESEL TANK <br /> CONCRETE PAD <br /> ABOVEGROUND <br /> DIESEL TANK /DANK E-463 FORMER <br /> GAS Gt+i-§92 20000 GILLON <br /> F / B13 MW3 DIESEL TA <br /> 1 NKCWE-4 24 <br /> E ABOVEGROUND t————f—i CE+15 27 <br /> -------1 BUCK O!L TANKS 814 MW6�_, <br /> B12DISPENSERS :km <br /> 26 I * 7FORMER <br /> s ��---� a78 _-___JFORMER 12000 GA *B11 FUEL 93FORMER 10000 G4UON PIPELINE <br /> ---- 99♦ TRENCH <br /> 9ro♦ L -�IS - ---� / <br /> *B 16 DISPENSER <br /> \ / ISLAND <br /> S tORAGE SHED 99* I MW 19 <br /> CE+14 21 <br /> GWE-4 54 <br /> 818* <br /> Br7♦ <br /> GWE—4 51 <br /> CE+r4 64 <br /> Mw7S 0 10 2D 30 40 50 <br /> Scale in Feet <br /> • <br /> Drawn 8y HLA SITE PLAN WKA NO 2088 05 <br /> GRANITE CONSTRUCTION DATE 4/98 <br /> WALLACE ■ KURL & ASSOCIATES, INC Checked By MMW <br /> GEOTECHNICAI ENGINEERING French Camp, California PLATE NO 2 <br /> CEOIOGIC & ENVIRONMENTAL SERVICES <br />