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F BORING NUMBER; MW3 DRILL RIC /METHOD: <br /> _^ wi � w a (n = DATE DRILLED: 3/ 11/93 Mobile B-61/6—Inch WELL <br /> � g 3 N a J LOGGED BY: MW Hollow stem auger <br /> - DIAGRAM <br /> 0" N Nz O > _ (�9 <br /> m o SOIL DESCRIPTION AND REMARKS FLUSH—MOUNT, <br /> traffic—rated cover <br /> 0 Locking well cap <br /> SM Brown, slightly moist, very loose, silty, gravelly fine to <br /> medium sand decrease in gravel below 1.5' <br /> 5 _ <br /> Gray, slightly moist, very stiff, fine sandy silt o <br /> O MW3-1I 25 NO ML <br /> rust mottling <br /> � e <br /> a o <br /> O C <br /> tF 0 <br /> v � <br /> 10 p m N <br /> O MW3-2I 17 30 <br /> 0 <br /> N <br /> 15 p increase in coarse sand <br /> O MW3-3I 20 100 slight odor <br /> 20 _ o <br /> U slight odor <br /> MW3-4I 20 100 m <br /> 25 Brown, slightly moist, dense, silty fine to medium sand <br /> O MW3-5I 68 120 SM X slight odor — <br /> pGrayish brown, dompvery dense, clayey, silty fine <br /> Q MW3-6I /51 120 SSS �_ to coarse sand <br /> 30 v — <br /> o <br /> — o <br /> v — <br /> 0 <br /> 35 — <br /> 40 <br /> SOIL BORING LOG AND WKA N0 : 2088.0 <br /> ® WELL CONSTRUCTION DETAIL DATE : 4/93 <br /> GRANITE CONSTRUCTION <br /> WALLACE • KUHL & ASSOCIATES, INC. FfODCII Gam California PLATE N0 ; 23 <br /> OROLOOIC & ENVIRONMENTAL SERVICES p � <br />