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Field Exploratory Boring Log S-2 <br /> DVM Blows/ Sample Well Depth Soil Group <br /> pis <br /> b' Number Construction (ft) (USCS) Materials Description <br /> If <br /> 0 L Asphalt and base rock <br /> U !f <br /> Clay(CL) <br /> Dark yellowish brown(10 YR 4/4),moist to dry,very <br /> stiff,moderate plasticity,80%clay, 10%silt, <br /> 10%fine sand <br /> 5 <br /> 00 5, 10, S2-6-5 <br /> 11 <br /> @85' As above,very stiff,dry to moist <br /> 00 72 13 S2-10 <br /> 15 10 <br /> Silt(NII.,) <br /> Dark yellowish brown(10 YR 4/4),moist,stiff, <br /> 60%silt,30%clay, 10%fine sand <br /> 00 4,7 6 S2-15 <br /> r5 � 15 — <br /> @ 18 5' As above,very stiff,moist <br /> 00 8,10,19 S-2-20 20 <br /> Silty Sand(SM) <br /> Dark yellowish brown( 10 YR/4/4),moist,dense; <br /> 70%fine sand,30%silt <br /> 00 10 15,16 S-2-25 <br /> 25 <br /> Clay(CL) <br /> Dark yellowish brown(10 YR 4/4),moist,hard low <br /> plasticity,60%clay;30%silt, 10%fine sand <br /> 00 15,16,22 S-2-30 <br /> 30 Page 1 of 3 <br /> BORING SHELL OIL PRODUCTS COMPANY Borehole Diameter 8 0 inches AM��A <br /> S�� Shed Semce Station Lo88rd by J Neely <br /> 2494 East Fremont Street Duller Gregg Drilling <br /> Stockton, California Date Started 29-Apr-98 <br /> Date Completed 29-Apr-98 <br />