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" <br /> MP-2 VEW-2 CB--2 <br /> a <br /> 0 <br /> EXPLANATION <br /> CL <br /> ML <br /> 10 <br /> ML 10 SILT and CLAY (ML, CL) <br /> <50/<O 005 <br /> w ML SAND <br /> 20 �� �� 20 (SC, SM, SP, SW) <br /> U) , LFthologic contact <br /> C> � SP/5w— SM/ML <br /> z P%SC _ VEW-2 Boring/well designation <br /> 30 «0/<0 nog �" ML 30 Bore hole <br /> SM <br /> Soil sample location <br /> r , 9/1 3\ <br /> . <50/0 0: " y TPHG/benzene (ppm) <br /> M 40 40 9/<0 265 <50/<0 005 40 _ Stant water level <br /> Li <br /> Screened interval <br /> 4,800/5: ML <br /> y = 41 ML <br /> o d ML �� <br /> Lu <br /> - — 1,1 2 9 3/12/97 — — — — — <50/<0 005 <br /> 4 C) - - <br /> A <br /> LJ <br /> z 9/1 3 <br /> VW <br /> X60 <br /> M <br /> 12116195 <br /> 5,000/70 <br /> og 70 <br /> 70 <br /> N II _ <br /> � O <br /> 2 u <br /> o DATE APR 1997 FIGURE 5 <br /> eEmcon 0 10 20 DWN � APACHE PLASTICS <br /> _.—�I APP 2050 FREMONT STREET <br /> W II SCALE IN FEET REV STOCKTON, CALIFORNIA <br /> PROJECT NO GEOLOGIC CROSS SECTION B-B' <br /> °' 2611-1000011 <br /> I v <br /> u <br /> i i <br />