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J <br /> UJ F- BORING NUMBER B'7 DRILL RIG/METHOD <br /> a Q -jm v 0.0 DATE DRILLED 3/15/93 Mobile B-61/4-Inch <br /> LU(D 0 ¢o0 LOGGED BY Mw Hollow Stern Auger <br /> Q`• V) (nz m o a <br /> SOIL DESCRIPTION AND REMARKS <br /> I3 asphalt concrete over aggregate base <br /> ------------- <br /> SM/ Brown, slightly moist, firm, silty fine sand <br /> SP <br /> D <br /> !] <br /> 137-1I 21 ND <br /> 5 ML Grayish brown, slightly moist, hard, fine sandy silt <br /> 0 <br /> O <br /> D B7-2I 38 NO SM Brown, slightly moist, dense, silty fine to medium sand <br /> 10 with some clay, rust mottling <br /> ML Light grayish brown, slightly moist, very hard, fine sandy silt <br /> D B7-3I 61 30 with rust mottling, slight odor <br /> 15 <br /> Lill <br />' <br /> D SP Brown, slightly moist, dense, silty fine sand <br /> 0 87-4I 23 800 ML Grayish brown, slightly moist, hard, fine sandy silt <br />' 20 with black veins, moderate odor <br /> D <br /> slight odor — rust mottling <br /> D B7-5z ss 30o g g <br /> SP Brown, slightly moist, silty fine to medium sand <br /> 25 <br /> 1 <br /> ML Brown, very wet, firm, fine sandy silt <br /> 0 B7-61 36 100 <br /> trace odor <br /> 30 <br /> • '� SOIL BORING LOG WKA NO 2088 03 <br /> GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE • KUHL et ASSOCIATES, INC French Cam California PLATE NO 10 <br /> OEOLOOIC do ENVIRONMENTAL SERVICES P <br />