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�� RIN N M R B3 DRILL RIG/METHOD <br /> a a� CL <br /> V) _� DATE DRILLED 2/9/93 Mobile B-61/6—Inch <br /> w�' a Q a cn < LOGGED BY MW Hollow Stem Auger <br /> Qv <br /> �z ccoUl) SOIL DESCRIPTION AND REMARKS <br /> 0 aa, Asphalt concrete with aggregate base <br /> ML Brown dry stiff fine to medium sandy silt <br /> 5 GI 83-1I 30 ND light brown <br /> brownish gray with white calcareous veins <br /> 10 v 83-2I 45 6$ slight odor observed <br /> 15 <br /> B3--3I 59 120 <br /> Q darkra strop odor observed increase in fine sand <br /> 9 Y 9 <br /> ° <br /> 20 o B3-4I 45 4400 park gray, moist very dense, fine sand <br /> SA with some silt <br /> strong odor observed <br /> 0 <br /> 25 a B3-5i 80 3&00 ML Grayish brown moist very hard fine sandy silt <br /> strong odor observed <br /> 0 <br /> 30 1 83-6I 21 3400 strong odor observed <br /> o <br /> 35 g B3-7I 31 38 slight odor observed <br /> I o <br /> 40 o 83-8I 27 76 increase in fine sand <br /> 45 3 B3-9I 40 4$ <br /> �L <br /> 50 °a B3-10I 50/4 5W * ' Brown saturated, we#1 graded sand <br /> Boring backfilled with cement/bentonite grout <br /> 55- <br /> 60- <br /> SOIL <br /> J50SOIL BORING LOG WKA NO 2086 05 <br /> 2000 STIMSON ROAD DATE 3/93 <br /> GEOLOACEGIC <br /> - U7JLENVIRONMENTAL <br /> ASSOCIATES, INC <br /> ES Stockton, California PLATE NO 10 <br /> GEOLOGIC R SNVIAONMSNTAL SERVICES <br />