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k <br /> L <br /> WELL <br /> Blaws/ <br /> Sample c;SCS: DESCRIPTION CONST. <br /> Ft. No. <br /> 0 3-3.nch asphalt over 6-inch road qravel <br /> peen to black, <br /> CL Clay with same silt, dark y hard, <br /> 2 dry, slight to medium plasticity, <br /> no product odor ( 100 Ppm) - <br /> 4 <br /> 37 S-5 <br /> 6 r dry 77 <br /> NIL Clayey silt, brown, , medium plastic <br /> 8 hard, no product odor ( 100 Ppm) . <br /> 10 74 S--10 <br /> X12 Sal Silty sand, fine-grained, brown, dry, very <br /> V. <br /> LU dense, no product odor ( 100 Ppm) . <br /> Z14 <br /> 94 S-15 <br /> 16 <br /> ML 5ilt with trace fine-grained sand, brawn, dry,:; <br /> 18 no plasticity, hard, no product odor <br /> ( 100 ppm) . <br /> 20 93 S-20 <br /> 22 <br /> CL Silty clay, brown to brown-gray, dry, <br /> slight plasticity, hard, no product <br /> 24 odor (93 ppm) . <br /> 44 5-25 <br /> 26 <br /> sli <br /> ,Iil <br /> L st th <br /> wi _ trice <br /> 28 clay, brown <br /> hard, no ProdGct odorht + <br /> plas-icity, <br /> ( 1 15 ppm) - <br /> 30 65 S-35 <br /> TE <br /> LOG OF BORING B-2/MW-2 P'-A a <br /> _- - — U.S.A. STATICN 1`:0. 110 <br /> aFpiciYGeosysrems 21 .32 East ilar�7p5a Road <br /> Stock-c.on, California <br /> PROJECT NO. 87031-"2 <br />