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ak ' <br /> inWE <br /> 4 <br /> WE <br /> olcwo/ Semple 11SC5 DESCRIPTION CONST. <br /> Ft. No. <br /> Asphalt (4") underlain by gravelly fill {8") <br /> 2 SC Slightly clayey sand, very fine-grained, brown, <br /> dry, loose, low plasticity, no product odor. <br /> 4- <br /> 10 S-5 <br /> 6 <br /> 8 <br /> 10 10 5-10 Sand, very Eine- to fine-grained, tan-gray, no <br /> plasticity. <br /> 12 <br /> Uj <br /> LU <br /> x 14 <br /> x 29 S-15 Sand with some clay, gray, damp, medium dense, <br /> w 16 low plasticity, very slight product odor. . <br /> 0 <br /> 18 SM Sand, fine- grained, dry, no plasticity, medium <br /> dense, very slight product odor. <br /> 20- <br /> 22 S-20 <br /> 22- <br /> 24 <br /> 38 S-25 C11 Clay, slightly silty, gray, slightly moist, high <br /> 26plasticity—very. stiff, no product o or. ' <br /> Sw Sand, fine- to medium-grained, tan-gray, dry, no <br /> plasticity, very dense, no product odor. <br /> 28- <br /> C111 Clay, sl-ghtly silty, brow", slightly moist, high <br /> plasticity, very stiff, no product odor. <br /> 30 SM Saud, slightly silty, very fine-grained, tan-brown, <br /> dry, no plasticity, very dense, no product odor <br /> (Section continues downward • <br /> LOG OF BORINGS-1/MW-1 PLATE <br /> Beacon Station #675 <br /> gpp- rNdtZ�ie�rsriAM 13975 East Highway 88 P-4 <br /> ti-MA l.ockeford, California . <br /> PROJECT NO. 87048- <br />