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r <br /> w w v BORING NUMBER MW2 DRILL RIG/METHOD <br /> �^- -a w o = DATE DRILLED 3/11/93 Mobile B-61/6—Inch WELL <br /> o_ ai � gm � a u 0.o LOGGED BY MW Hollow stem auger <br /> DIAGRAM <br /> Li d" <nV)z d ¢ co �� <br /> M o SOIL DESCRIPTION AND REMARKS FLUSH—MOUNT, <br /> traffic—rated cover <br /> Locking well cap <br /> 0 Brown, slightly moist, loose silty, gravelly fine to medium <br /> 5M <br />' sand <br /> decrease in gravel below 2' <br /> r 5 0 0 <br /> 0 ML Grayish brown, slightly moist very stiff, fine sandy silt � <br /> 12 MW2-1I 38 20 <br /> 0 <br /> o c <br /> q> <br /> m � <br /> 10 � <br />' Brown, slightly moist, very dense silty fine to medium <br /> 12 MW2-2I 44 ND SM sand U <br /> a <br /> rML Brawn, slightly mast, stiff, clayey fine sandy silt <br /> 15— <br /> [A <br /> 5 p MW2-3I 12 320 moderate odor <br /> K <br /> K i M K <br /> K K <br /> J i K K <br /> I+ x iKi <br /> I� <br /> D MW2-4I 17 220 moderate odor a� <br /> 20 c a <br /> _ o <br /> p slight odor J _ c y <br /> 17 MW2-5I 15 140 increase in fine sand ca <br /> 25 p� SM Brown, slightly damp, dense, silty fine to medium sand <br /> 0 MW2-6I 49 140 <br /> n — <br /> grayish brown <br /> 0 — <br />' 14 MW2-7I 39 120 <br /> 30 ML Gray, slightly moist, hard, fine sandy silt — w <br /> sample refectedcn_o — c <br /> 0 <br /> N � <br /> O — <br /> 35-- <br /> 40— <br /> SOIL <br /> 5 40SOIL BORING LOG AND WKA NO 208803 <br /> WELL CONSTRUCTION DETAIL DATE 4/93 <br /> GRANITE CONSTRUCTION <br />' WALLACE • KUHL & ASSOCIATES, INC French Cam <br /> GEOLOGIC & ENVIRONMENTAL SERVICES p, California PLATE NO 22 <br />