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I <br /> BB` <br /> MW-2 VEW-2 VEW-1 MW-3 <br /> 0 �F�II I I Fill U_U <br /> 1 imported 1 <br /> O NA 1 0 NA Backfill 0 NA INAClay 0 j <br />. ML 1 a1F i <br /> t 10 O ND k- -~ 5 NA--- --- 30 12— �7 0 NA k <br /> ML Clayey ** Remaining 1 Clayey ML1 SCALE <br /> Silt Removed Tank I Silt <br /> O NA 10 ND Backfill 30 NA0 NA <br /> 1ii1 ��s.l.��t__L_L_Li 1_iJ1 fir! ML <br /> ML I ; Horizontal I" = 10' <br /> _ — Vertical I" = 10' <br /> 20 O NA V30 NA — 15 ND 0 NA l , <br /> TD=20' SM <br /> i E <br /> 10 <br /> O NO 20 NA 0 ND <br /> ML Sandy Silt L TD=24'8° M <br /> � <br /> 30 M NA Clayey Silt @ NA <br /> r ML <br /> — I O <br /> 0 NA —� ~ 0 NA 0 10 <br /> — ML ML <br /> Water Bearing <br /> 40 <br /> O NA Sandy Silt D NA <br /> ML ML <br /> 0 NA <br /> TD=45' L TD=45' 2" <br /> 50 <br /> LEGEND <br /> PID Reading In ppm <br /> All <br /> Unified Soil Classification gQND——TPHg Concentration In ppm <br /> System (USCS) Subscript ND = Not Detected <br /> ML= ?ilt, CL= Clay, etc. NA = Nat Analyzed <br /> �'—Stattic Water Level <br /> ppm = Parts Per Million <br /> J <br /> = imported Bockfill Material FIGURE 5 <br /> CROSS SECTION B-E' <br /> = Old Tank Basin Backfill Material (Remained Fn-situ) <br /> Shell Service Station <br /> 4445 Pershing Ave. <br /> Stockton, Co. <br /> [ k AEGIS JOB NO. 89-016 <br /> DRAWN BY- Dennis Hada DATE,October 11 1990 <br /> REVIEWED BYS DATE= <br /> 4 <br />