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N <br /> I MAINLAND NURSERY <br /> PROPERTY <br />� GREENHOUSE <br /> I <br /> IE <br /> I � ox" <br /> X x x X X X X x —X. <br /> X X <br /> SB—A <br /> I 4 0 TANK VENT l_J <br /> MW-2 $— <br /> 398 <br /> I E <br /> ACCESS ROAD [ <br /> [ [EXISTING UN 39 <br /> I f [ FUEL TANK ; [ <br /> [ L__J [ <br /> [ DRAIN <br /> MW-o$ 36 <br /> [ [ �� <br /> FORMER EXCAVATION w,y,�1 <br /> (Kleinfelder. 1988) 3 76* /l <br /> MAIN BUILDING Al <br /> `I 1 F(;FNf]MW-1 <br /> B-2X� MONITORING WELL SCALE <br /> SOIL BORING <br /> r x x FENCE LINE 0 30 FEET <br /> tC <br /> 380 GROUND WATER ELEVATION (FT) <br /> 3.8 GROUND WATER ELEVATION CONTOUR (FT) <br /> �♦ APPROXIMATE GROUND WATER FLOW DIRECTION <br /> I CONTOUR INTERVAL — 01 FEET <br /> DATUM ONSITE POINT _t <br /> Environmental DATE nGURE NO <br /> Science & <br /> 1/94 GROUND WATER ELEVATIONS <br /> T- DECEMBER 22, 1993 <br /> Engineering, Inc. REVISED <br /> A G1LZ0lW comPa�9' <br /> 4090 NELSON AVENUE, SUITE J CAD FILE AT&T MICROWAVE STATION PROJ No <br /> CONCORD, CA 94520 51869001 LODI, CALIFORNIA 6- <br /> as <br />