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1 <br /> w w� ,; E v BORING NUMBER B5 DRILL RIG/METHOD <br /> a �m `a v 0_0 DATE DRILLED 3/10/93 Mobile B-61/3-1/4 Inch <br /> Li ¢ ¢� ¢ � ¢< LOGGED BY MW Hollow Stern Auger <br /> cn <z <br /> p SOIL DESCRIPTION AND REMARKS <br /> 0 3 asphalt concrete over 4 aggregate base <br /> 1 ML Brown, dry, hard, fine sandy silt <br /> 5 p <br /> O 65-1I 52 ND ML/ Medium brown, slightly moist, hard, silty clay <br /> CL <br />' 10 p <br /> 0 85-2 3 36 10 <br /> ® B5-3I 28 ND <br /> 20 <br /> Ld0 <br />' <br /> B5-4I 26 ND ML Brown, slightly moist, medium dense, clayey silt <br /> with some fine sand <br /> 25 f] <br />' 0 sc Brown, damp, dense, fine to coarse sand <br /> B5-5I 66 ND <br />' 30 <br /> ® SOIL BORING LOG WKA NO 2088 03 <br /> FO GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE -KUHL ac ASSOCIATES INC French Cann California 'LATE NO 8 <br />' QEOLOOic & ENVIRONMENTAL SERVICES p <br />