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WELL <br /> BORING NUMBER MW3 DIAGRAM <br /> m ° LI O � <br /> FLUSH—MOUNT, <br /> o v SOIL DESCRIPTION AND REMARKS traffic-rated cover <br /> I Locking well cap <br /> Asphalt concrete with aggregate base <br /> CL Dark brown slightly moist hard slightly silty clay <br /> ❑ <br /> O MW3-1I 56 <br /> II 5 ML Medium brown slightly moist, very hard clayey silt o, <br /> Ili CL Medium brown, slightly moist, very hard silty clay v <br /> O a v <br /> ❑ c <br /> ❑ MW3-2I 70 <br /> v v <br /> 10 ML Tan, slightly moist, very hard, clayey silt m � <br /> I ❑ rootlets and calcareous deposits y �; <br /> ❑ MW3-3I /6 <br /> o � <br /> 1 ❑ <br /> CA MW3- 4I 80 <br /> CL Medium brown, slightly moist very hard fine <br /> f 20 sandy silty clay o <br /> p MW3-5I 63ML Ton slightly moist , dense, son <br /> dy/grovelly sit <br /> ' dark streaking — <br /> 25 ❑ SM Tan, moist, dense, medium to coarse sand <br /> c <br /> p MW3-6I 52 <br /> v — C <br /> I ' — a <br /> OL _ vi <br /> 30 - <br /> a <br /> o — <br /> I 35 — <br /> ICI_ Gray, moist, hard, very fine sandy, silty clay = I <br /> t <br /> I140 I — :2.j <br /> Vii <br /> SOIL BORINGCONSTRUCTION <br /> LOG AND DAT NO 93 Ot <br /> WILL CONSTRUCTION DF_TAIL PATE 2 /93 <br /> 404 West Fremont Street <br /> WALLACE • KUHL a ASSOCIATES, INC PLATEf <br /> l <br /> Caiornia <br /> Stockton, <br /> r GEOLOGIC k ENVIRONMENTAL SERVICES X10 5 <br />