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i <br /> A A• <br /> MW2 MW1 MW3 <br /> GROUND LEVEL <br /> CL CL <br /> CLAY/SILT F E CLAY/SILT CL <br /> K C TI <br /> 10 ND/ND 40ML ND/ND40ML <br /> SM_ <br /> ND/NDSAND ND/ND' SAND ND ND $M=SC <br /> Sp.' Nb/N,D . Sp <br /> 20 CL CL <br /> / D .714 <br /> Approximate Extent <br /> M /SAND. Of Impacted Soil <br /> '. ': / <br /> 30 Sp ND/0.89 <br /> CLAY/SILT � CLAY/SILT MH <br /> • MH / t <br /> 40 / N)�0.258 <br /> ~ CL CL <br /> w <br /> w <br /> 1` SP M <br /> Z 50 - <br /> MH — ._Sp. SAND MH <br /> ML _ <br /> w SAND = CL CL <br /> Q SP:. SP <br /> 60 MHSM'. :. CLAY/SILT <br /> SAND :' SID .. ML <br /> CL CLAY/SILT <br /> CL <br /> 70 ND/ND� D ND f SP <br /> SC <br /> „:• CL <br /> ML = ML — <br /> SM <br /> 80 = <br /> SP = SP <br /> SAND — <br /> 90 — <br /> Legend <br /> 0 Le end <br /> Well Screen and Sandpack Interval <br /> Static Water Level (5/25/95) Scale In Feet <br /> ND/0.258 Soil Sample Showing TPHg/Benzene <br /> Results (in ppm) <br /> 0 20 <br /> STRATOGRAPHIC CROSS SECTION A-A' FIGURE <br /> GROUND ZERO ANALYSIS HENDRIX & SON TRUCKING, INC. 3 <br /> 3730 MUNFORD AVENUE <br /> STOCKTON, CA <br /> FN, 1295/95083[5 <br />