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Ww BORING NUMBER B6 DRILL RIGZMETHOD• <br /> a �m \ a cn =� DATE DRILLED 3/10/93 Mobile B-61/3-1/4 Inch <br /> aV yr ¢o LOGGED BY MW Hollow Stem Auger <br /> V) z of < cma <br /> m o SOIL DESCRIPTION AND REMARKS <br /> 0- <br /> 6" asphalt concrete over 6 aggregate b <br /> pase <br /> SP Brown, slightly moist, moderately dense, silty fine sand <br /> D <br />' 0 66-1I 18 ND <br /> 5 ML Grayish brown, slightly moist, stiff, fine sandy silt <br /> � increase in fine sand <br /> © 86-21 14 ND <br />' 10 <br /> 12 <br /> I7 <br /> 0 86-3I 19 30 <br /> 15 <br /> - 12 <br /> ML/ Medium brown, slightly moist, very stiff, silty clay <br /> a 86-42 21 20 <br /> CL micaceous <br /> 20 <br /> _ a <br /> 0 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 • XUHL & ASSOCIATES, INC <br /> OBOLOOIC do SNVJRONMENTAL SERVICES French Camp, California PLATE NO 9 <br />