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i <br /> A A' <br /> MW2 MW1 MW3 <br /> GROUND LEVEL <br /> CL CL Cl <br /> CLAY/SILT F E CLAY/SILT <br /> K C TI <br /> 10 ND/ND 4PML ND/ND ML <br /> SM.. <br /> ND/ND SANDND/ND SAND ND.ND SM=SC <br /> 20 CL CL <br /> / 0 ND .714 <br /> Approximate Extent <br /> M /SAND, Of Impacted Soil <br /> / <br /> 30 SP AO ND/0.89 <br /> CLAY/SILT C CLAY/SILT MH <br /> MH / <br /> 40 / ND%0.258 <br /> w CL CL <br /> w <br /> U_ <br /> SP—SM <br /> 50 <br /> Z <br /> MH WD/ND—..SP SAND MH <br /> ML <br /> Li SAND. CL CL <br /> Q SP,. SP <br /> N 60 — CLAY/SILT <br /> MH SM: . L <br /> SAND:: SP M <br /> CL CLAY/SILT <br /> CL <br /> 70 ND/ND SC ND-� SP <br /> CL <br /> ML " ML — <br /> SM <br /> 80 <br /> - . <br /> SP <br /> SPSAND <br /> 90 '__ — MH <br /> Legend' <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 /> STRATOG APHIC CROSS SECTION A-A' FIGURE <br /> GROUND ZERO ANALYSIS HENDRIX & SON TRUCKING, INC. 3 <br /> 3730 MUNFORD AVENUE <br /> STOCKTON, CA <br /> FN. 1295/95083cs <br />