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1 J <br /> U1.1 F BORING NUMBER B3 QRI�L RIG/METHOD <br /> 4CL U CL cn =� DATE DRILLED 3/9/93 Mobile B-53/7—Inch <br /> w ¢ ¢� ¢ ? �� LOGGED BY KMB Hollow Stem Auger <br /> o� V)z o <br /> p SOIL DESCRIPTION AND REMARKS <br /> 1 0 <br /> 6 asphalt concrete <br /> ML Light brown, very slightly moist, stiff, very fine sandy silt <br /> ' petroleum hydrocarbon odor apparent <br /> just beneath asphalt <br /> 5 <br /> p CL Medium brown, slightly moist, very stiff, silty clay <br /> ' ❑ rootlets <br /> ❑ 63-1I 29 15 <br /> ' ML Medium brown, slightly moist, hard, fine sandy silt <br /> 10 0 rust mottling <br /> 1 ❑ <br /> D 83--2I 45 60 <br /> 15 p <br /> D <br /> ❑ B3-3I ? 98 <br /> CL Medium brown, slightly moist, very stiff, silty clay <br /> 20 ❑ <br /> Lill <br /> 0 63-4I 52 <br /> SW ? ;, Light brown, moist, dense, fine to coarse sand <br /> 25 ❑ <br /> ❑ B3-5I o <br /> 30 <br /> • ® SOIL BORING LOG WKA NO 2088 03 <br />' GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE • K'UHL & ASSOCIATES, INC French Cam California PLATE NO 6 <br />' OEOLOOIC do ENVIRONMENTAL SERVICES P <br />