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i. <br /> 3r=� <br /> _1 <br /> SB2 <br /> PROJECTED 9,9' SE <br /> -� B3/MW-3 FPB-1 FPB-2 <br /> SB7 PROJECT D 47.5' S PROJECTE 37,8' SE PROJECTED 35,5' SE SB3 <br /> 0 CONCRETE ASPHALT ASPHALT I ASPHALT ASPHALT 0 <br /> FILL <br /> .� CL <br /> CL <br /> CL CL LEAN CLAY CL CL LEAN CLAY LEAN CLAY <br /> LEAN CLAY 0.12 <br /> _ <0.005 <br /> r,92, 5 66 <1,0 <br /> 0 4,9 CL <br /> 950CL Sc CIL VL 10 <br /> -;1 SC SC <br /> 7\� SW20 <br /> _ <br /> 20 <br /> D— '! (0,005 <br /> r= U,0 <br /> CIL <br /> 30 <br /> 30 <br /> 40 <br /> 40 <br /> 1 LEGEND, <br /> CL LEAN CLAY HORIZONTAL SCALE <br /> Sc CLAYEY SAND <br /> SP POORLY GRADED SAND 20 0 20 FEET <br /> SW WELL—GRADED SAND <br /> ND N❑NDETECT VERTICAL SCALE <br /> I---- BENZENE CONCENTRATION IN SOIL (PARTS PER MILLION)i 10 0 <br /> <p,005 10 FEET <br /> <1.0 <br /> L— TOTAL PETROLEUM HYDROCARBONS <br /> - AS GASOLINE CONCENTRATI❑N IN SOIL <PARTS PER MILLI❑N) <br /> FAYETTE MANUFACTURING CORP. <br /> —ND— ESTIMATED EXTENT OF IMPACTED SOIL 7675 WEST ELEVENTH STREET CROSS SECTION B-B' FIGURE: <br /> TRACY,CALIFORNIA <br /> PREPARED FOR <br /> DR.A.R. GLOVER PROJECT #: 17861.0001 FEBRUARY 1998 <br /> I <br />