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50RING NUMBER $6 DRILL RIQZMETHOD <br /> _^ Ld bi Q crr = DATE DRILLED 3/10/93 Mobile B-61/3-1/4 Inch <br /> CL <br /> (n ¢of LOGGED BY MW Hollow Stem Auger <br /> p.. a a d aD Of <br /> (n N Z -i > O SOIL DESCRIPTION AND REMARKS <br /> M O <br /> I0 6 asphalt concrete over 6 aggregate base <br /> 0 <br /> SP Brown, slightly moist, moderately dense, silty fine sand <br /> 0 <br />' ❑ B5-1I 18 ND <br /> ML Grayish brown, slightly moist, stiff, fine sandy silt <br /> 5 <br /> GA B6-2I 14 ND Increase In fine sand <br />' 10 <br /> ❑ <br /> Ga B6-3I 19 30 <br /> 15 <br />' ❑ <br /> ❑ ML/ Medium brown, slightly moist, very stiff, silty cloy <br /> ❑ B6-4I 21 20 CL micaceous <br />' 20 <br /> 1 ❑ <br /> ❑ 66-5I 69 SW - Brown, damp, very dense, fine to coarse sand <br /> 25- <br /> 30- <br /> SOIL <br /> 530SOIL BORING LOG WKA NO 2088 03 <br /> GRANITE CONSTRUCTION DATE 4/93 <br /> WALLACE • KUHL & ASSOCIATES, INC French Cam California PLATE NO 9 <br />' GEOLOGIC d ENVIRONMENTAL SERVICES p, <br />