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U.1 Li(if BORING NUMBER B7 DRILL RIC/METHOD <br /> a -im Q- CO =0 DATE DRILLED 3/15/93 Mobile B-61/4-inch <br /> o� ¢ ¢M 3 ¢ a <o LOGGED BY MW Hollow Stem Auger <br /> cn in z <br /> m o SOIL DESCRIPTION AND REMARKS <br /> 0 3 asphalt concrete over a re ate base <br /> R 9g <br /> SSP/ Brown, slightly moist, firm, silty fine sand <br /> Lill <br /> Ip 137-1I 21 ND <br /> ML Grayish brown, slightly moist, hard, fine sandy silt <br /> D <br />�, ❑ B7--2I 38 ND SM Brown, slightly moist, dense, silty fine to medium sand <br /> 10 with some clay, rust mottling <br /> I <br /> ML Light grayish brown, slightly most, very hard, fine sandy silt <br /> ❑ <br /> 137-3I 61 30 with rust mottling, slight odor <br /> 15— <br /> p SP Brown, slightly moist, dense, silt <br /> p Y fine sand <br /> ❑ B7-4I 23 Bao ML Grayish brown, slightly moist, hard, fine sandy silt <br /> 20 with black veins, moderate odor <br /> La slight odor — rust mottling <br /> p B7-5I 66 300 9 g <br /> 25 SIDBrown, slightly moist, silty fine to medium sand <br /> p ML Brown, very wet, firm, fine sandy silt <br /> p <br /> p 87-6I 36 100 trace odor <br /> 30d I I <br /> IVIN <br /> KIA SOIL BORING LOG WKA NO 2088 03 <br /> GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE - KVHL & ASSOCIATES INC <br /> IGEOLOGIC & ENVIRONMENTAL SERVICES French Camp, California PLATE NO 10 <br />