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w w� BORING NUMBER MW1 DRILL RIG/METHOD WELL <br /> r � CL a 0 g0 DATE DRILLED 2/4/93 Mobile 8-61/10-inch DIAGRAM <br /> CL w < N Q O LOGGED BY MW Hollow Stem Auger <br /> �V to (n Z J <br /> O SOIL DESCRIPTION AND REMARKS FLUSH-MOUNT <br /> traffic-rated cover <br />' O Locking well cap <br /> As halt concrete with aggregate base T <br /> ML Light brown, moist fine sandy silt <br />' trace of clay, no odor observed <br /> o <br /> 5 a MW1-1I 17 ND <br />' 10 v <br /> a MW1-2I 59 NO hard white calcareous veins <br /> 0 <br /> 0 <br /> 15 o MW1-3I 62 ND UCL <br /> I c` <br /> 0 0 <br /> easier drilling m <br /> gincrease in moisture <br /> 20 o MW1-4I 11 70 less sand -° <br /> sn m <br /> � U <br /> O � <br /> 25 °o MW1-5I 13 72 soft <br /> v Ss' Brawn, moist, moderately dense fine to medium <br /> 30 a MW1-6I 29 64 sand <br /> trace of silt <br /> Q ML Light gray, moist very stiff, fine to medium sandy <br /> 35 Qi MW1--7I 31 ND silt <br /> brown increase in fine sand — o <br /> 40 Q MWI-8I 45 NO y <br /> v <br /> I � <br /> q v <br /> 45 R MWl-9I 40 NO SM Brown, moist, dense, silty fine sand <br /> U — c <br /> I � <br /> 50 °o MW1-10I /5 ND SW - = Brown saturated very dense fine to coarse sand o <br /> r <br /> CL Brown saturated very hard silty cloy o <br /> Q a _ <br /> 55 °o MW1-11I /2 ND — <br /> I <br /> 60 <br /> SOIL BORING LOG AND WKA NO 2086 05 <br /> WELL CONSTRUCTION DETAIL DATE 3/93 <br /> 2000 STUSON ROAD <br /> WALLACE %U�IL ASSOCIATES.SER IES Stockton, California PLATE NO 5 <br /> IQ&QLOGiC � ENVIRONMENTAL SERVICES � <br />