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r rr �r ■r rr ■r r r ■■+r rr m rr r <br /> A A' <br /> S N <br /> MW-2 MW_3 ' <br /> a , <br /> SC/SM 1 <br /> (8228 34) ——_ J sr <br /> �f (470 49) (ND} <br /> 20cL/ML <br /> sM <br /> (2533 65) — (ND) <br /> iN <br /> Su/ML <br /> (ND) (HD) <br /> FORMER <br /> 40 APPROXIMATE EXTENT U/0 TANKS <br /> m OF EXCAVATION <br /> w <br /> CL/ML <br /> (ND) (ND) <br /> c 40 <br /> (ND) (ND) <br /> a0 S11 (ND) <br /> {ND) <br /> FIGURE 4 <br /> NOTEt ALL STRATIDRAPHIC CONTACTS ARE APPROXIMATE GENERALIZED GEOLOGIC <br /> 100 AND MAY ACTUALLY BE GRADATIONAL CROSS SECTION A-A' <br /> CHEVRON USA INC <br /> LEGEND FORMER SS #9--6155 <br /> 9474 N HWY 99 <br /> CL/Ml SILTY CLAY/CLAYEY SILT (420 49) TPH–O CONCENTRATION IN SOIL (ppm) STOCKTON CA. <br /> 02320-1975 I <br /> 3M/ML SILTY SAND/SILT (ND) NOT DETECTABLE AT OR ABOVE <br /> METHOD DETECTION LIMIT (<5 ppm) <br /> SC/SM CLAYEY SAND/SILTY SAND <br /> SP SAND 20 <br /> SCALE <br /> SM SILTY SAND IN FEET <br /> REVISIONS <br /> DATE.11/25/91 <br /> CROUNDWATER ENCOUNTERED-7/31/91 REVISION FINAL DRAFT 0 20 ❑EARGROVNaVAT" <br /> BY CWS <br /> ❑❑❑ T9CRR0S0CY LIC. <br />