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eMWB a <br /> CE+ 15.34' / 4EG <br /> -730' _ # = APPROXIMATE BORING LOCATIONS <br /> O = APPROXIMATE MONITORING WELT. WD TIONS <br /> ESTIMATED EXTENT OF SOIL CONI)NATION <br /> CE = ELEVATION OF THE TOP OF PVC CASING ON THE <br /> NORTHERLY EDGE OF EACH MONITORING WELL <br /> GWE = GROUND WATER ELEYAnON <br /> pMW4 f� = GROUND WATER FLOW DIRECTION 6-20-97 <br /> CE:+ 75.72' <br /> -720 ENCLOSED TANK STORAGE55CON-GALLTMNINONG OUD UNSNDWNOTES. <br /> A <br /> _ i. SITE PIAN DRAFTED FROM FlELD MEASUREMENTS. <br /> 2 MONITORING WENS SURVEYED BY ROBERT E YOUNG <br /> BMW5 ENGINEERS <br /> ASPHALT \SCE+ 1 9' / J. GROUNDWATER FLOW DIRECTION BASED ON WATER CEVEL <br /> -CONCRETE y MEASUREMENTS OBTAINED FROM MW), MW2. & W4.ABOVEGROUND _�. / / <br /> FORMER WASTE Olt USI DIESEL TANK <br /> CONCRETE PAD / <br /> ABOVFBBOtM'B- <br /> ___ -7.00' DIESEL TANK �w E Uig. 0 GLLON / <br /> MWS DIESELTAN <br /> + 15. <br /> ABOVEGROUND --- J 4 W69 <br /> BUIX OILTNKS __J <br /> 85+ <br /> DISPENSERS CONCRETE DRNE1 <br /> # I / B4+ <br /> 86 <br /> ,6g0' �+ 1s asZa / e7 i <br /> FORMER 72,000 GALLON 01ESEL TANK #B71 B3+ <br /> FORMER 10.000 GLLGN GASOLME TANKS / PIPELINE <br /> 88# TRENCH / <br /> +B/5FARMER <br /> DIS'630 +616 , ' / / Is a <br /> 69+ ' / <br /> STORAGE SHED / — MWT9 <br /> / CE•+ /4.21P <br /> 9184 660 / <br /> CE+ 14.64' <br /> MW76 0 10 20 30 40 <br /> '6 p4 6'0 Ery <br /> - Scale in Feet <br /> SITE PLAN WKA N0 : 2088.08 <br /> Drawn By: HLA <br /> GRANITE CONSTRUCTION DATE: 7/97 <br /> WALLACE • KUHL & ASSOCIATES, INC. Checked By : MMW <br /> GEOTECHNICAL ENGINEERING French Camp , California PLATE NO : 2 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br />