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U.1 U.1 Cr BORING NUMBER MW3 DRILL RIG/METHOD WELL <br /> z^ .-.1 _j UJ 0 T_0 DATE DRILLED 2/8/93 Mobile B-61/10–inch <br /> CL �� V) Qo LOGGED BY MW Hollow Stem Au er DIAGRAM <br /> IP — <br /> vi V)<z O <br /> a SOIL DESCRIPTION AND REMARKS FLUSH–MOUNT <br /> traffic–rated cover <br /> 0 _ Locking well cap <br /> •ao, Asphalt concrete with aggregate base <br /> ML Brown moist very stiff fine to medium sandy silt <br />! v <br /> rJ v MW3-1I 23 ND <br /> I10 a MW3-2I 41 ND SM Brown most dense, silty fine to medium sand <br /> ML Brown, mast, hard, fine sandy silt o <br />' v � <br /> CL �, <br /> CL <br /> 15 °a MW3-3I /5' ND �* <br /> as e <br /> a, <br /> U <br /> -C C <br /> V) <br /> 20 (a MW3--4I 94 15 SM Brown, moist very dense silty fine sand q) <br /> ML Gray most very hard fine sandy silt o <br /> m <br /> 25 Lug MW3-5I 65 ND <br /> 0 <br /> 30 o MW3-6I 78 49 slight odor observed <br /> 35 o MW3-7I 41 60 — o alai <br /> C — <br /> 40 w MW3-8I 36 ND <br /> white calcareous veins � <br /> U <br /> V) b <br /> En <br /> � a _ <br /> 45 a MW3-9I 63 14 SP Brown moist silty fine to medium sand v <br /> 50 p MW3-10I /3 ND o — <br /> o — <br /> CL Brown saturated very hard, silty clay <br /> 55 <br /> 60 <br /> SOIL BORING LOG AND WKA NO 2086 05 <br /> WELL CONSTRUCTION DETAIL DATE 3/93 <br /> 2000 STIMSON ROAD <br /> GEOLOGIC ACE <br /> • UFILENVIRONMENTAL <br /> g ASSOCIATES, INC Stockton, California PLATE NO 7 <br /> SOLOaIC dt BNVIRONMHNTAI. SHAViCHS <br />