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BORING NUMBER MW2 DRILL RIG/METHOD WELL <br /> a va_ Q_en <br /> us a N 0 DATE DRILLED 2/5/93 Moble B-61/10-inch DIAGRAM <br /> w'U 0_0 LOGGED BY MW Hollow Stem Auger <br /> V] U)z m o <br /> SOIL DESCRIPTION AND REMARKS FLUSH—MOUNT <br /> traffic—rated cover <br />' Locking well cap <br /> Asphalt concrete with aggregate base <br /> ML Brown dry very stiff fine sandy silt T <br /> no odor observed <br /> 5 o MW2-1I 19 NO very hard white calcareous veins <br /> 10 o MW2-2I 53 24 increase ,n silt brownish gray <br /> 0. <br /> 0 <br /> a+ <br /> � a m <br /> 15 °o MW2-3I 37 6 a+ <br /> 0 0 <br /> `r c <br /> 20 v MW2--41 70 23 <br />' SM Brown, moist, very dense, silty fine sand <br /> E <br /> O U <br /> O <br /> 25 g MW2-5I 46 27 `r <br />' ML Grayish brown moist, very hard fine sandy silt <br /> 30 Q MW2-6I /4' 43 slight odor <br /> o <br /> 35 u MW2-7I 20 61 slight odor, increase in fine sand <br /> y <br /> O a <br /> N <br /> W <br /> A ami <br /> 40 °o MW2-8I 29 43 brownish gray increase in silt m <br /> C <br /> U3 <br /> Q1 <br /> U <br /> O ti <br /> 45 o MW2--9I 53 50 ti <br /> Q y <br /> � r7 <br /> T. <br /> I <br /> Z <br /> 4 <br /> fl - Grayish brown, saturated, fine to coarse sond _ <br /> 50 o MW1-10I /5 42 SW r . with some spit �v <br /> I o <br /> r ' <br /> r <br /> 55CL Brown, saturated very hard clay <br /> 60 <br /> SOIL BORING LOG AND WKA NO 2086 05 <br /> WELL CONSTRUCTION DETAIL DATE 3/93 <br /> WALLACE • KU'IIL .k ASSOCIATES, INC 2000 STIMSON ROAD <br /> GEOLOGIC h ENVIRONMENTAL SERVICES Stockton, Cchfornic PLATE NO 6 <br /> f <br />