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FORMER UST PIT <br /> XCAVATION <br /> MW-2 MW-3 SBI/SHIM <br /> t + + + + t + + + + + <br /> t t + } + + + + + + + + Sc <br /> 5 PEA GRAVEL+ + + } t + + + + <br /> SSR + + + } + + t + + + t <br /> ND + + + + + + + + + + <br /> 10 — — — — — — - - - - - - 240*ND + + + + + + + + + + CLQ <br /> CL/ML _ _ _ _ _ _ _ _ _ _ _ _ _ _ — 220/ND + + + + + + + N—D/NDS RANGE OF MEASURED <br /> _ — — — — — — — -- -- — — — — — — — — 25 <br /> — - + + + + + + + — P❑TENTIOMETRIC SURFACE <br /> - - - - _ — <br /> - - — — — — — — — _ — 1=700/<2 5 <br /> -ND/NA <br /> 15 29/0 00 - �' 290/(0 25 - S'01 t.s <br /> SM' r <br /> ND/ND ' j SW SW <br /> 20 - - — — l ND/ <br /> /ND <br /> CL/ML — — — — — <br /> 25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —7 <br /> - - - - - - - <br /> _ML <br /> — — — _ <br /> - - - - - - - - - - -CL/ML - - - - - - - C - <br /> - - - - - - `--- - - - - - - _ _ - - - - - - - _ - - - - -ND/ND'- <br /> ND/ND <br /> 30 � <br /> LFGENDi <br /> SAND TPHG/ BENZENE <br /> CONTENTRATION (PPM) ll <br /> SILT <110'M$)14y Vm s1c�c'P <br /> ND (<�'TPHG/ <0 005 BENZENE) <br /> ® Approximate <br /> CLAY Scale In Feet <br /> �' ESTIMATED EXTENT OF IMPACTED SOIL <br /> T WATER LEVEL VERTICAL 0 t0 <br /> HORIZONTAL 0 10 <br /> CROSS SECTION A—A' FIGURE <br /> GROUND ZERO ANALYSIS SOUZ1 II LLC 4 <br /> 612 W 11TH STREET <br /> TRACY, CA Fra 0404/450CS <br />