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1 <br /> MYP 1 60 feat east of Ine A-A B3 <br /> ' CL - - - -CL - -- - - -? <br /> ' 10 <br /> ? ML Tank Excavation \ <br /> 20 ? <br /> ML <br /> _ l <br /> 40 - <br /> ? <br /> 0 <br /> °J — <br /> 50 — SM — — — — — — ? <br /> — <br /> SP — ? <br /> ' ? <br /> 60 ML ?ML / <br /> \ - - - - - - -.. - - - --- -- —SPS — — — — — — -— - <br /> - <br /> 70 ? ? <br /> -VGWT TD-710 ML <br /> 80 - <br /> T D-85 0 <br /> 0TD=850 <br /> ' 90 - <br /> 100 - <br /> KEY <br /> 0100KEY LEGEND <br /> ? = Estimated zero lane of CL = Silty clay <br /> soil contamination <br /> ' 111 ML = Clayey silt/Fine sandy silt <br /> = Soil Boring Sample <br /> SP = Sand, poorly graded <br /> TD = Total Depth <br /> ' SM = Silty sand <br /> 'jrGWT = Ground Water Table <br /> 0 5 10 15 20 <br /> Scale in Feet <br /> ' CROSS SECTION A - A' WKA NO 2307 02 <br /> 1444 MARIPOSA ROAD DATE 12/93 <br /> ' WALLACE KUHL & ASSOCIATES, INC <br /> GEOTECHNICAL ENOINEERINO Stockton, California EXHIBIT 3 <br /> GEOLOGIC it ENVIRONMENTAL SERVICES <br />