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k <br /> A A , <br /> MP- 1 VEW- 1 MP-2 I <br /> 0 0 <br /> FORMER <br /> CL UST EXPLANATION <br /> CL CL <br /> 10 3,400/61 <br /> 10 I <br /> ML I SILT and CLAY (ML, CL) <br /> ---� I <50/<0 005 <br /> <so/<a 005 , , 5,000/30 ML 1 SAND <br /> U <br /> 20 20 (SC, SM, SP, SW) <br /> � 7,400/80 - I <br /> 1,000 16 <50/0007 —I Llthologic contact <br /> SP ' <br /> 5M/SP SP/SC VEW;2 Boring/well designation <br /> 0 30 1 5,000/56 _ 30 <br /> Bore hole <br /> �— -� 9 13 Soil sample location <br /> 0 11,000/130 <50/0 02 <br /> w TPHG/benzene (ppm) <br /> M 40 13,000/220 40 Static water level <br /> � <br /> ML ML Screened interval <br /> ~' 7,100/80 4,800/52 <br /> s <br /> Q. <br /> O <br /> W50 I <br /> �— 2,100/22 = ML 50 <br /> A N 3112197 <br /> uj;z a 1115/002 <br /> / <br /> v 9/13 <br /> - SP <br /> SP <br /> 60 60 <br /> "� 500/4 5: <br /> ML <br /> L0 2,000/16 �` ~- 12/16/95J5;,000/70 <br /> a0 <br /> 10 <br /> 0 7p 70 <br /> NII <br /> �o <br /> ZN 1 <br /> a E <br /> DATE APR 1997 FIGURE 4 <br /> a o <br /> 0Emcon <br /> 0 10 20 <br /> Dwr� APACHE PLASTICS <br /> APP 2050 FREMONT STREET <br /> a II SCALE IN FEET RPROJBCT NO STOCKTON, CALIFORNIA <br /> 0 2611_100001 GEOLOGIC CROSS SECTION A-A' <br />