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4 <br /> h <br /> SUPPLY WELL <br /> 4 <br /> I <br /> I UNUSED DOMESTIC WELL <br /> PRESSURE TANK <br /> HOUSE <br /> P <br /> r----X X <br /> HOUSE <br /> PARKING 3 MW-2 <br /> Uj j 40 3745 <br /> I �L— x X <br /> 3720 FORMER 4,000-GAL GASOLINE UST <br /> I- FORMER EXCAVATION LIMIT <br /> p p SEPTIC <br /> Ir 37 00 r <br /> LL <br /> rn mW-1 i OFFICE <br /> _ BUILDING <br /> TIRE 36 890 1 <br /> O SHOP o SD <br /> z DSD <br /> p� SHED <br /> I MW-4 <br /> I36 86 <br /> MW-3 <br /> ~ ` <br /> 3683 SHOP <br /> BUILDING <br /> 36,90 <br />. FORMER EXCAVATION LIMIT <br /> 1001 <br /> — ABOVEGROUND <br /> I FUEL STORAGE <br /> I <br /> FORMER FUEL ISLAND <br /> UNDERGROUND FORMER 10,000-GAL DIESEL UST <br /> ELECTRICAL CONDUIT <br /> SHED <br /> PP <br /> MORSE RD <br /> LEGEND <br /> DOMESTIC WELL ` LINE OF EQUAL WATER LEVEL ELEVATION, <br /> gDo STORM DRAIN CONTOUR INTERVAL=O 20 FEET NORTH <br /> • GROUNDWATER FLOW DIRECTION 0 30 60 <br /> mW-1 MONITORING WELL AND NO <br /> AVERAGE HYDRAULIC GRADIENT=0005 Scale in Feet <br /> DATE 5-15-00 1PROJECT 16271 1IT1 T & T Trucking <br /> B R O W N a N o 11396 North Hwy 99, lode, California Figure <br /> TITLE Groundwater Elevation Contour Map, 2 <br /> C A L D W E L L April 20, 2000 <br />