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1' m M <br /> MW-4 <br /> Shed MW-5 <br /> Aboveground <br /> Diesel Tank <br /> Asphalt <br /> Concrete <br /> Concrete Pad <br /> Aboveground <br /> Diesel Tank <br /> Aboveground <br /> Gasoline Tank •813 <br /> Aboveground MW-3 <br /> Bulk Qd Tanks <br /> Former MW-6 <br /> z-Dispensers 12,000—Gallon Tank 1 • <br /> Diesel Tank B14 <br /> •B12 <br /> B5• <br /> Former 20,000—Gallon <br /> Concrete Drive Diesel Tank <br /> _ Tank2 ,✓� •B6 <br /> MW-2 L------- J • Fuel Pipeline 084 <br /> r-------� 87 Trench <br /> Unpaved L__T —/— J <br /> Former Dispenser • <br /> B11• Former 10 000—Gallon Island B3 <br /> Gasoline Tank <br /> B10• B8• <br /> I Tank4 I <br /> 91315 - -----J KEY <br /> •B16 Former 10 000—Gollon • = Approximate boring locations <br /> Gasoline Tank � <br /> Shed t9 = Approximate monitoring well locations <br /> B9 MW-1 <br /> Soil Stockpile = Proposed monitoring well <br /> Unpaved <br /> -- = Ground water flow direction <br /> 4 = Estimated area of soil <br /> Asphalt Drive L •B17 contamination <br /> �s <br /> NOTE <br /> Site plan drafted from field <br /> measurements , <br /> 0 10 20 30 <br /> Scale is Feet <br /> i <br /> DRAWN BY FILA SITE PLAN WKA NO 2088 03 <br /> GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE • SUHL A ASSOCIATES, INC CHECKED BY KM8 <br /> GROTECHNICAL ENGINEERING <br /> GEOLOGIC A ENVIRONMENTAL SERVICES French Camp, California <br /> PLATE NO 3 <br />