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8MW8 <br /> C£+15 34' <br /> ♦ = APPROXIMATE BORING LOCATIONS <br /> y = APPROXIMATE MONITORING WELL LOCATIONS <br /> / CE = ELEVATION OF THE TOP OF PVC CASING ON THE <br /> NORTHERLY EDGE OF EACH MONITORING WELL <br /> / 9t GWE = GROUNDWATER ELE✓A77ON (10/29/04) <br /> SCE+15 72 = GROUNDWATER FLOW DIRECTION <br /> / (-1 61) ^ GROUNDWATER CONTOUR LINES <br /> ENCLOSED TANK STORAGE 55-GALLON DRUMS (ELEVATION 1N FEET ABOVE MEAN SEA LEVEL) <br /> QQQ CONTAINING GROUNDWATER <br /> / NOTES <br /> ASPHALT w OCE t 15 59 ' T SITE PLAN DRAFTED FROM FIELD MEASUREMENTS <br /> / ABOVEGROUND CONCRETE (_P1 45) ' 2 MONITORING WELLS SURVEYED BY ROBERT E YOUNG <br /> ENGINEERS <br /> FORMER WASTE OIL UST DIESEL TANK CONCRETE AD ' NQ <br /> ABOVEGROUND j^ <br /> DIESEL TANK A804EGROUND 1�64) FORMER- ---� GA5OUNE TANK 20000 G4LLON <br /> O tt <br /> O= TANK <br /> j ABOVEGROUNDB14 +1527 <br /> -------� BULK 07L TANKS 00 85# RIJ-f3 Ex-t4 <br /> -14 EX5-12 <br /> DISPENSERS CONCRETE DRIVE EX12-12 St <br /> r-------� �16 3-g z� <br /> Z _ _ __, ♦ 84* 86 FX4-i3 s <br /> CE+1S 8 s r-----� / 87 IXII-10 tt92-i45 / <br /> (-1164) ------� LX1-!3 / <br /> "04, <br /> FORMER 12000 GALLON DIESEL TANK TFUEL 83# EX10-I3 EX9-11#B11 98* NE FORMER 10000 GALLON GASOUN£TANKS CH <br /> #815 -----� ' t�RMER / <br /> #8 f 6 q 1$�p R / <br /> STORAGE SHED / B9$ I <br /> MW79 / <br /> CE+i421 / <br /> B18# / <br /> 617# <br /> I 4) <br /> CE 14 <br /> UW7m 0 10 20 30 40 50 <br /> Scale in Feet <br /> SITE PLAN AND POTENTIOMETRIC SURFACE ELEVATION <br /> Drawn By PVT OCTOBER 29,2004 WKA NO 2088 09 <br /> WALLACE • KUHL & ASSOCIATES, INC Checked By MAT GRANITE CONSTRUCTION FRENCH CAMP <br /> GEOTECHNICAL ENGINEERING French Camp, California PLATE NO 2 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br />