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' NW SE <br /> B' B 'GP-3 MW-1 B-2 B1 P2 P5 P3 B-3 MW-2 <br /> US ML <br /> CL CH CH CH <br />' ND/ND CH <br /> F/ 1 11 ND/ND <br /> ML ML I I CH <br />' 10 ML ND/NDML <br /> 14 / E 6 <br /> ML i ML <br /> CL <br /> ND/ND 7 08 <br /> 20 CL ' 8/ 18 J34,i/ 29 CL <br />' 1 1/ 12 =! <br /> IIIII O Z 'ZC /6 $ ND/ND CL/CH <br /> wO <br /> M L <br /> F i <br /> HIGH ML <br /> kAi <br /> 30 }W� <br /> ND/07A U 1 5 NQ ND/ND i <br />' ND/NDIN 11 <br /> AND 470t1�10 00 3100/22 <br /> 11.000/61 <br /> LOW /11 9/ 85 H <br /> CL , <br /> 4d CL7" <br /> 22/N ND/ 21 ND/ND ND/ND <br /> ML <br />' EFECTABLE GW CL <br /> CON1`AM I NATIO N <br /> 50 -_--__ �- <br />' ND/ND <br /> CL ND/ND- <br /> _ _ <br /> 55 _ _ _ ____ <br /> ML ML <br /> ND/ND D/ND <br /> I FC:FNn- <br /> APPROXIMATE <br /> ® SOIL SAMPLE TPHG/BENZENE (PPM) SCALE IN FEET <br /> �W WATER SAMPLE TPHG/BENZENE (PP9) HORIZONTAL 0 40 <br /> VERTICAL 0 10 <br /> ICROSS SECTION DETAIL B-B' FIGURE <br /> GROUND ZERO ANALYSIS H&H ENGINEERING PROPERTY 3 <br /> 212 INDUSTRIAL DRIVE <br /> STOCKTON, CA <br /> FNS 0705/594CS8-8 <br /> I <br />