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j. <br /> `' <br /> SB4A <br /> PROJECTED 8.9' SW <br /> B1/MW-1 <br /> S$7 B2/MW-2 PROJECTED 42.3' SW <br /> SB5 PROJECTS 39,1' SW PROJECTED ,8' SW <br /> i 0 FILL ASPHALT ASPHALT <br /> ASPHALT t <br /> ET I ASPHALT <br /> C [FILL 0 <br /> CL <br /> _ i CL <br /> i LEAN CLAY CL LEAN CLAY LEAN CLAY <�'105 <br /> C <br /> (0.005 LEAN CLAY <br /> 1 CL <I,0 940 4.9 <br /> 9 CL 10 <br /> ` CL <br /> SW <br /> Sw SP <br /> 1 sw SC Sp <br /> 4 <br /> 2O SW/SP N <br /> _ ? CL2D <br /> CL <br /> CO,D05 <br /> ND u,o <br /> t 30 30 <br /> 40 40 <br /> LE(iEND, <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 NONDETECT VERTICAL SCALE <br /> BENZENE CONCENTRATION IN SOIL (PARTS PER MILLION) 10 0 10 FEET <br /> C0,0_ 05 <br /> k <1.0 <br /> L TOTAL PETROLEUM HYDROCARBONS <br /> - i AS GASOLINE CONCENTRATION IN SOIL (PARTS PER MILLION) <br /> FAYETTE MANUFACTURING COW. <br /> —ND- ESTIMATED EXTENT OF IMPACTED SOIL 7675 WEST ELEVENTH STREET CROSS SECTION A-A' FIGURE <br /> TRACY,CALIFORNIA <br /> vy PREPARED FOR 1 5 <br /> DR. A.R. GLOVER PROJECT #: 17861.0001 FEBRUARY 1998 <br /> i <br />