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Scale In Feet <br /> 0 2D <br /> -35 80 CRACKED ASPHALT/ <br /> *MW4 DIRT tp <br /> 9 <br /> 14 y <br /> C) o� ti� CONCRETE <br /> MW7 -36 140 G <br /> -35 90 <br /> (U-HAUL).,$, <br /> � = 2 <br /> �a A <br /> QJ BUILDING <br /> ,` -3600 <br /> Q7 <br /> o � <br /> 2 � <br /> CONCRETE Z <br /> r ` • �^ <br /> C� 6�D MW1 <br /> y -3 -3611 <br /> ASPHALT <br /> MW2� <br /> -36 10 <br /> f <br /> y36 12 <br /> I $�MW3 DIRT AND GRAVEL <br /> DIRT <br /> SOC <br /> Legend <br /> FENCE <br /> OVERHEAD ELECTRIC <br /> • POWER POLE <br /> MW1 MONITORING WELL <br /> r�-36 00 GROUNDWATER ELEVATION <br /> (CONTOUR INTERVAL = 0 1 FT) <br /> NOT USED IN GRADIENT INTERPRETATION <br /> GROUNDWATER GRADIENT MAP FIGURE <br /> DECEMBER 18, 2002 <br /> GROUND ZERO ANALYSIS HARRY'S AUTO MART <br /> 2662 N. WILSON WAY 2 <br /> STOCKTON, CA <br /> FNI 0103/3275 <br />