Laserfiche WebLink
w w� v BORING NUMBER MW3 DRILL RIG/METHOD WELL <br /> J a. _11.1 a- LO = DATE DRILLED 3/11/93 Mobile B--61/6—Inch <br /> Ld Mg c Qo LOGGED BY MW Hollow stem auger DIAGRAM <br /> 0Z71 0vai z o a Cr J <br /> m O SOIL DESCRIPTION AND REMARKS FLUSH—MOUNT, <br /> traffic--rated cover <br /> O Locking welt cap <br /> SM Brown slightly moist very loose silty gravelly fine to <br /> medium sand decrease in gravel below 15' <br /> 5 <br /> 0 ML Gray slightly moist very stiff fine sandy silt <br /> p MW3-1I 25 ND rust mottling <br /> U Q <br /> 0 <br /> o � <br /> 10 <br /> � a ami <br /> LA MW3-2I 17 3Dcn <br /> 0 <br /> b' <br /> 1 N <br /> 5 p Increase In coarse sand <br /> 12 MW3-3I 20 100 slight odor <br /> x <br /> K k <br /> x <br /> K x <br /> 20 p o <br /> p slight odor <br /> p MW3-4I 20 100 to <br /> 25— <br /> SM Brown, slightly moist dense, silty fine to medium sand = <br /> p MW3-5I 68 120 slight odor z <br /> v — <br /> y <br /> OGrayish brown, damp very dense, clayey, silty fine <br /> p MW3-6I /5 120 SM/ to coarse sanda _ `v <br /> 30 5P 3 — ai <br /> _ c <br /> 0 0 <br /> O <br /> Q — <br /> 35- <br /> 401 <br /> SOIL BORING LOG AND WKA NO 2088 03 <br /> WELL CONSTRUCTION DETAIL DATE 4/93 <br /> GRANITE CONSTRUCTION <br /> WALLA CR- ICUHL R ASSOCIATES, INC <br /> OEOLOOIC & ENVIRONMENTAL SERVICES French Camp, California PLATE NO 23 <br />