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I <br /> _ wo BORING NUMBER 82 DRILL RIG/METHOD <br /> s—wv a DATE DRILLED 2/9/93 Mobile 6-61/6—Inch <br /> o °�' a ¢ Q Ln �a o LOGGED BY MW Hoilow Stem Auger <br /> 0 Lo z o <br /> C33o SOIL DESCRIPTION AND REMARKS <br />' O o eq• Asphalt concrete with aggregate base <br /> ML Light brown moist very stiff fine sandy silt <br />' with some clay <br /> d <br /> 5 4 62-11 21 NO <br /> o y <br /> 10 a 62-2I 71 NO ver hard <br /> 15 oa B2-3I 48 49 white colccreous veins <br /> o <br /> 20 a B2-4I 59 130 SM Gray moist hard fine sand <br /> with some silt <br /> slight odor observed <br /> v <br /> 25 °0 62-5I 110 ML Dark gray moist very hard fine sandy silt <br /> slight odor observed <br /> o <br /> 30 0 62-6I 200 brownish gray <br /> 35 a° 82-7I 50/5 34 <br /> SP Brownish gray moist, very dense fine sand <br /> p <br /> 40 1 B2-8I 65 100 brownish gray <br /> v <br /> 45 0 62-9I 53 ND <br /> sMBrownish gray moist silty fine sand <br /> C1 <br /> 50 a 132-10I 50/4SW `''. Brown, saturated well graded sand <br /> Boring backfilled with cement/bentonite grout <br /> 55- <br /> 60— <br /> SOIL <br /> 560SOIL BORING LOG WKA NO 2086 05 <br /> 2000 STIMSON ROAD DATE 3/93 <br /> GEOLOACEGIC <br /> • KURLNVI ASSOCIATES, INC Stockton, California PLATE NO 9 <br /> GeOLGGIC do ENVIRONMENTAL SERVICES <br />