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E BORING NUMBER 31 DRItt RIG/METHOD <br /> -�W a cn = DATE DRILLED 3/9/93 Mobile B--53/7--Inch <br /> w Q � ]z M 3 `� V) ¢ LOGGED BY KMB Hollow Stem Auger <br /> •• N V)z o ¢ <br /> m o " SOIL DESCRIPTION AND REMARKS <br /> D <br /> 3" asphalt concrete over aggregate base <br />' ML Medium brown, slightly moist, stiff, very fine sandy silt <br /> 12 <br /> 5 <br /> 0 B1-1I <br /> CL Medium brown, slightly moist, very hard, silty clay <br /> t <br /> 10 CA B1-2I 94 rust mottling <br /> sw ►; Light brown, very slightly moist, dense, fine to coarse sand <br /> 0 B1-3I 64 ' <br /> 15 <br /> ® ML Medium brown, slightly moist, very hard, clayey silt <br /> 0 white, black and rust mottling <br /> Lil B1-4I 60/5' <br /> ZD � <br /> 81-5 I 53 <br /> t some f ine sand <br /> D <br /> 0 B1-6I 50/6' <br />' Boring constructed at angle approximately 30' from vertical, <br /> the information presented on this boring log has been <br /> 25 corrected to depict true depth from surface <br />' 30 <br /> �I SOIL BORING LOG WKA NO 2088 03 <br /> GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE • KUHL & ASSOCIATES, INC French Cam <br />' GEOLOGIC do ENVIRONMENTAL SERVICES p, California PLATE NO 4 <br />