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r r r r <br /> i <br /> SW NE <br /> AA ' <br />� SBG B-4 SBF B1 P2 P4 SBE MW-3 B-6 SBB <br /> ML <br /> 5T ML ML <br /> U <br /> CL ML/CL CH CL <br /> CH 6A ND/ND <br /> ND/ND 1/ 01 ND/ND CH CH <br /> 10 ND/ND 40/ 11 ND/N <br /> 66 ND/ND ML ML <br /> CL <br /> ML <br /> ML <br /> ML <br /> ML O/ND <br /> 20 ND/ND 1 6/0 1 aL I <br /> ND/ND <br /> SM-__-_- I <br /> p MIL M L <br /> CL d _-_-_-- 5 -=-=--------=-- <br /> HIGH CL Z CH - --- ------------ <br /> 30 ,Z 17/5 ND/No <br /> O <br /> FLOWCH ML ©0 ND/ND <br /> ND/ND <br /> ND/ND 9/_$5 CL <br /> LOW <br /> 40ND/ND <br /> ND/ND <br /> FLOW CH <br /> CIL <br /> =-_-__= <br /> ND/ND ND/ DETECTABLE GW -_-_ _ - _ _-____-_-_- <br /> CONTAMINATION <br /> - - - - - _ D/N CH <br /> 50 NO/ND ----= _ _ ---_- D/ND <br /> -_-ND/4 SM _-_-_-_- _ - APPROXIMATE <br /> ------ - - - SCALE IN FEET <br /> LEGEND. <br /> 55 N SOIL SAMPLE TPHG/BENZENE (PPM) HMIZVERTICNALL 0 40 <br /> 0 10 <br /> O WATER SAMPLE TPHG/BENZENE (PPB) <br /> CROSS SECTION DETAIL A—A' FIGURE <br /> GROUND ZERO ANALYSIS H&H ENGINEERING PROPERTY 2 <br /> 212 INDUSTRIAL DRIVE <br /> STO C KTO N, CA Fes, 070"91CSA-A <br />