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• <br /> CROSS . <br /> A SECTION B B I A' <br /> SOUTHWEST �ti NORTHEAST <br /> B51 871 I B11 B91 <br /> i <br /> 0 <br /> MW 3 VW 2 MW 1 MW4 CPT 1 MW-6 <br /> I <br /> f � � <br /> a r <br /> V UNDERGROUgO <br /> E i STORAGE r <br /> R TANK <br /> T [<101<00051NA] BASIN F <br /> L 20 <br /> [<I D1<00051NAI-0 <br /> D <br /> P ti [<1 01<0 OO51NA], <br /> T ' <br /> 1<1 O!<0 0051<0 1] <br /> [<1 0&0 005INA] <br /> +TD--36t [2 61<0 0051NA] �? <br /> [<5 01<0 025!<0 1t j <br /> E N 40 [141<00051NA] [<5 01<0 025110 <br /> [<i 01<0 0051NA] [<i 01<0 0051NA] _ 7 <br /> T [<1 01<0 0051NA] <br /> Yi T <br /> 3 E <br /> L [<1 01<O 005/NA]- [<1 0&0 005/NAI- [1 110 D191NA] C <br /> I 0 r1 <br /> W 60 [<1 01<0 0051<0 1]} [<5 01<0 0251<0 1] <br /> r r <br /> s TD=62 <br /> U <br /> A �-� — — , R <br /> T <br /> TD=75 TD=75 TO 75 <br /> E ) �( a ` [<1 0"0051<01] <br /> � q = � p <br /> o 1 S <br /> R80 ? <br /> A V r . T 1 80 L <br /> D TD=83 E 20 FT <br /> E <br /> k <br /> d 40 FT <br /> LEGEND <br /> HORZ SCALE <br /> € I FIGURE 3 <br /> r � <br /> STATIC WATER LEVEL(9130101) GEOLOGIC CROSS SECTION A-A' <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES ��// SILTY CLAY CLAY(CL) <br /> SOIL SAMPLE LOCATION 6 ARCO SERVICE STATION NO 2186 <br /> 1<101<00051<01] / TOTAL PETROLEUM HYDROCARBONS AS CLAYEY SILT SILT SANDY SILT(ML) 3212 NORTH CALIFORNIA STREET <br /> GASOLINE BENZENE METHYL TERTIARY <br /> BUTYL ETHER CONCENTRATION IN STOCKTON, CA <br /> MILLIGRAMS PER KILOGRAM(mglKg) SILTY SAND SAND(SM SP SW) PROJECT NO DRAWN BY <br /> SCREENED INTERVAL DODO 330 M L 11!29101 <br /> TOTAL DEPTH IN FEET BELOW SURFACE jFILE NO PREPARED BY Delta <br /> 7D=31 5 GRADE E 2186 Cross ML 111zn <br /> REVISION NO REVIEWED BY Environmental <br /> NA NOT ANALYZED € 3 Consultants Inc <br />