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r�wri � w� �■� � � I• I• � � � � � � I♦ � <br /> SW NE <br /> AA ' <br /> SBG B-4 SBF B1 P2 P4 SBE MW-3 B-6 SBB <br /> ML <br /> UST ML <br /> ML <br /> CL ML/CL CH CL <br /> CH E1 ND/ND <br /> ND/ND 1/01 ND/ND CH CH <br /> i0 ND/NDND/ND <br /> 4�O/ 66 11 ND/ND ML ML <br /> ML CL <br /> ML <br /> ML <br /> ML D/ND <br /> 20 ND/ND _ _ 1 6/0 1 ak ND/ND <br /> oz <br /> 00 <br /> CL E L ML--_--- -$ ----------- - - <br /> HIGHCL Z CH -_-___ <br /> 30 <br /> 10d'Z 1 �$ ND ND <br /> FLOW ,o ; NO/ <br /> - CH ML IFIO E ND/ND <br /> ND/ND 1 0 <br /> ND/ND 9/g5 CL <br /> LOW r <br /> 40 SND/ND <br /> ND/ND <br /> Ug <br /> FLOWS CH �/ <br /> CL <br /> ND/ND 11 NO/ 11 DETECTABLE GW _---------- <br /> CONTAMINATION - D/Np - - - - - - <br /> 50 NO/ND _ _ _ D/NDCFI <br /> - -_-_-_-_-_- <br /> APPROXIMATE <br /> LEGEND. SCALE IN FEET <br /> 55 11B SOIL SAMPLE TPHG/BENZENE (PPM) v 1d <br /> HORIZONTAL O 40 <br /> O WATER SAMPLE TPHG/BENZENE (PPB) VERTICAL 0 10 <br /> CROSS SECTION DETAIL A-A' FIGURE <br /> GROUND ZERO ANALYSIS H&H ENGINEERING PROPERTY 2 <br /> 212 INDUSTRIAL DRIVE <br /> STOCKTON, CA <br /> FN 0705/594CSA-A <br />