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Scale In Feet <br /> 0 20 <br /> Q CRACKED ASPHALT/ <br /> �1 MW4 DIRT N <br /> $-29 71 <br /> 2 Z <br /> O O�� CONCRETE-29 72 <br /> MW7 -29 79• C, U� C. <br /> (U-HAUL) <br /> Z <br /> 4� ys <br /> Q � <br /> a, -7974 BUILDING �A <br /> Z ' <br /> h <br /> d v <br /> = <br /> _29 g CONCRETE Z <br /> A- <br /> t^ <br /> IIfP wl <br /> *M29 77 <br /> 4? y <br /> I <br /> ASPHALT I <br /> MW2. <br /> -2973 <br /> 2977 <br /> 1$MW3 DIRT AND GRAVEL <br /> DIRT <br /> II <br /> I <br /> Legend <br /> FENCE <br /> OVERHEAD ELECTRIC <br /> POWER POLE <br /> MW1 MONITORING WELL <br /> -�--29 74 GROUNDWATER ELEVATION <br /> (CONTOUR INTERVAL = 0 02 FT) <br /> NOT USED IN GRADIENT INTERPRETATION <br /> GROUNDWATER GRADIENT MAP FIGURE <br /> MARCH 15, 2002 <br /> GROUND ZERO ANALYSIS HARRY'S AUTO MART 2 <br /> 2662 N. WILSON WAY <br /> STOCKTON, CA <br /> F— 0302/32 5 <br />