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BORING NUMBER B5 .12-RILL RIG/ME=THOD <br /> Li <br /> Li a u a aim a � DATE DRILLED 3/10/93 Mobile 9-61/3-1/4 Inch <br /> Uj Q 1� ¢ <CL o LOGGED BY MW Hollow Stern Auger <br /> �z <br /> SOIL DESCRIPTION AND REMARKS <br /> 3 asphalt concrete over 4 aggregate base <br /> p <br /> ML Brown, dry, hard, fine sandy silt <br /> 5 0 <br /> D es-1I 52 ND ML/ Medium brown, slightly moist, hard, silty clay <br /> CL <br /> 10 <br /> 0 B5-2I 36 10 <br /> 15— <br /> U <br /> 5 U B5-3I 28 ND <br /> ' 20 0 <br /> D <br /> ML Brown, slightly moist, medium dense, clayey silt B5-4I 26 ND with some fine sand <br /> 25 p <br /> Sc Brown, damp, dense, fine to coarse sand <br /> D B5--5I 66 NO <br />' 30 <br /> SOIL BORING LOG WKA NO 2088 03 <br />' GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE • KUHL & ASSOCIATES, INC French Com California PLATE NO 8 <br />' GEOLOGIC & ENVIRONMENTAL SERVICES p� <br />