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A A ' <br /> (SEE FIGURE 2-SITE PLAN FOR LOCATION OF CROSS-SECTION) EAST <br /> SI-3 <br /> Sl-2 (PROJ FROM TD 970 ftt NORTH) TO 1100 ft <br /> TO 98 ft <br /> GROUND SURFACE <br /> APPROMUTE ORIGINAL. 1 DEPTH BELOW <br /> ML SURFACE DeOUNDIEW ' ML GROUND SURFACE (FT) <br /> LCURRENT EXCAVATION <br /> CL —20 <br /> 20 — SMTS <br /> 0 — <br /> SILTS <br /> AND CLAYS <br /> ML ML <br /> —40 <br /> 40 — <br /> POORLY SP SILTY 3AxD SM <br /> GRADED SOIL CL <br /> -60 <br /> 60 - SC CLAYEY <br /> SAND <br /> ML <br /> —80 <br /> 80 - APPROMMATE STATIC GROUND-WATER IxM <br /> SANDY SIT GROUND-WATER FLOW DIRECTION SANDY SILT CLAYEY <br /> SMT <br /> WELL-GRADED SAND SW <br /> —100 <br /> 100— <br /> Environmental <br /> 0 40 FT science & <br /> MONITORING WELL Engineering, Inc. <br /> O DELTA TRUCK SALES <br /> 3535 CMOKEE ROAD <br /> SPOCKTON, CA <br /> SCALE FIGURE 8 <br /> CROSS-SECTION THROUGH FORMER <br /> SCREEZ�ED INTERVAL 20 FT SURFACE IMPOUNDMENT AREA <br /> 2z VERTICAL EXAGGERATION NAVY IFF D. <br /> —COUP EATER WELL DEPTH BORING LOGS INCLUDED IN APPENDIX E 12290 a2csio a8-90-6091 <br />