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SW NE <br /> A A, <br /> ©s e10 all e6 e7 s6 <br /> 0 0' <br /> .(4) NII/ND. — L9%NIL — — (3) — 10• <br /> — — — — — — (4)ND/ND <br /> (l� 4 <br /> 30' (10) <br /> 30' <br /> 40' —1 — 40. <br /> 501 — — .-3/ND— 1 50• <br /> i <br /> MW-3 <br /> (173)4p APPROXIMATE LIMITS OF IMPACTED SOIL <br /> (171)qo <br /> (175) <br /> CL – CLAY � <br /> (144) ,I - <br /> (l43) TPN–g/TPH–d ML – SILT <br /> PID MEASUREMENT (104) 310/410 (PPM) <br /> (PPMV) <br /> (176) � SP – SAND <br /> (176) SCALE <br /> SOIL SAMPLE LOCATION ... . <br /> (42) 2.3/ND - 0 20 40 <br /> ND= NOTDETECTED <br /> FEET <br /> CROSS SECTION A - A4dvaRced <br /> GeoEnvironmental, Inc. <br /> CHEROKEE TRUCK STOP otNorthernCalifornia <br /> 3535 CHER0KEE ROAD PROJECT NO.AGE–NC-97-0312 FILE: CHEROK4 FIGURE: <br /> STOCKTON, CALIFORNIA DATE: II AUGUST 1997 DRAWN BY: MAC 2 <br />