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1 <br />' NW J SE <br /> iB GP-3 MW-1 B-2 B1 P2 P5 P3 8-3 MW-2 B <br />' DS ML <br /> CL CH CH CH <br />' ND/ND ' CH <br /> 1/ 1 ND/ND <br /> CH <br /> ML ML <br />' 10 ML ND/ND ML <br /> 14c/ c6 <br /> ML ML <br /> CL <br /> ND/ND <br /> 1 <br /> 20 CL r1 6/ <br /> 1,5 <br /> 8 34/ 29 CL <br /> 1 1/ 12 0 Z 26 /$ 8 F ND/ND CL/CH <br />' V?Ea <br /> MIL <br /> E= <br /> lilQ <br /> Z <br /> HIGH € m" MLKAI <br /> 3o aG W,o i 8t5 +� <br /> 1��3 ND/,Qf 17 5 ON <br /> ND/N00 D <br /> ND/ND ND ND <br /> 4700/10,001) �1QQ/22 <br /> J� 11.000/61 <br /> LOWZ. �/ 5 CC <br /> CL <br /> I CL <br /> 40 22/N ND/ND ND/ND I <br /> ND/ 21 i <br /> ML <br /> I ETECTABLE GW CL <br /> CONfAMINAT ON <br /> SM=-- <br /> ND/ND = ND/ND- <br /> CL <br /> 55 =----- -------- -------__-- <br /> ML AL <br /> ML <br /> L�1 ND/ND D/ND <br /> I <br /> I <br /> i_FGFND. APPROXIMATE <br />' ® SOIL SAMPLE TPHG/BENZENE (PPM) SCALE IN FEET <br /> O WATER SAMPLE TPHG/BENZENE (PPB) HORIZONTAL 0 40 <br /> VERTICAL 0 10 <br />' CROSS SECTION DETAIL B—B' FIGURE <br /> GROUND ZERO ANALYSIS H&H ENGINEERING PROPERTY 3 <br /> 212 INDUSTRIAL DRIVE <br />' STOCKTON, CA <br /> F'PNN 0705/594LSB-8 <br /> I <br />