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E, HARDING WAY <br /> MW5 <br /> j —26.68 <br /> I <br /> I —28.67 x <br /> ASPHALT MW2-$� <br /> j I —28.64 <br /> j MW3 <br /> I ?8 66 <br /> I C 28.62 �?8 64 <br /> L'JFORMER ASTS <br /> mW I Z <br /> 1 —28.63 <br /> J <br /> CONCRETE x LLI <br /> j I U <br /> 1 I W <br /> I X LL- <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> 1 <br /> I � <br /> I � <br /> i <br /> POLE BARN cvo) BLDG. <br /> i <br /> i <br /> i <br /> i <br /> i <br /> i <br /> LEGEND, <br /> MONITORING WELL LOCATION / <br /> V <br /> 01 (CONTOUR INTERVAL = 0.02 FT) <br /> Scale 1 ee <br /> /000LINE OF EQUAL GROUNDWATER ELEVATION <br /> 0 60 <br /> S❑URCEi EPIC LAND SURVEYING, INC. <br /> GROUNDWATER GRADIENT MAP FIGURE <br /> GROUND ZERO FEBRUARY 4, 2011 <br /> ANALYSIS, INC. WEST COAST TOMATO 4 <br /> 2900 E. HARDING WAY <br /> STOCKTON, CALIFORNIA <br />