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I eEd IEzpRorztoir v Boutin Log 3-3 <br /> VM Blows/ Sample Well Depth Soil Group <br /> M 6" Number Construction (ft) (USCS) Materials Description <br /> Welibox Asphalt and base rock 0-0 5' <br /> 0 i rL <br /> Clay(CL) <br /> Dark yellowish brown(10 YR 4/4),moist to dry,very <br /> stiff, low to moderate plasticity,60%clay, 30% silt, <br /> 10% fine sand <br /> 5 <br /> 00 7,9 S-3-65 <br /> 18 <br /> @8 5' As above,dry to moist,hard <br /> 00 16 17 S-3-10 <br /> 25 10 <br /> @ 13 5' As above,moist,stiff <br /> co <br /> 0 4 5 10 S-3 15 <br /> a 15 <br /> u � <br /> N <br /> Silt(ML) <br /> Olive brown(2 5Y 4/4),moist, hard, 75%silt,25% <br /> fine sand <br /> 00 10 19 S-320 20 <br /> 19 <br /> Clay(CL) <br /> Dark yellowish brown(10 YR 414),moist,hard low <br /> plasticity,70%clay, 20% silt, 10% fine sand <br /> 00 17 19 S-3-25 <br /> 20 25 <br /> @ 28 5', As above,moist,hard <br /> 00 10 12 S-3-30 Page 1 of 3 <br /> 2 1 1 1 1 L30 <br /> BORING SHELL OIL PRODUCTS COMIPANX Borehole Diameter 8 0 inches CAMBRIA <br /> S=11D Shell Service Station Logged by J Neely <br /> 2494 East Fremont Street Driller Gregg Drilling 240-0797 <br /> Stockton, California Date Started 29-Apr-98 <br /> Date Completed 30-Apr-98 <br />