Laserfiche WebLink
w W Cr BORING NUMBER MW6 DRILL RIG/METHOD <br /> a-Q CL M� a cUUcn =c� DATE DRILLED 9/22/93 Mobile 8-61/8-Inch DIAGRAM <br /> E WELL(L <br /> a 1 M0 LOGGED BY MW Holiow stem auger <br /> V)(nn a)z m O <br /> SOIL DESCRIPTION AND REMARKS FLUSH-MOUNT <br /> traffic-rated cover <br /> 07 Locking well cap <br /> 2" asphalt concrete over 1" aggregate base <br /> SM <br /> Brown sig y ss moma era e y dense, silty tine o <br /> medium sand <br /> 0 MW6-1I 87 ND 5-- —Grayish brawn, sightly most very Ord, fine sandy silt o <br /> ML rusk mottling t„ <br /> no petroleum odor <br />' � o <br /> CIL, <br /> o � <br /> ❑ v <br />' 10 0 MW6-2I 34 ND SC Grayish brown, slag tly moist, dense, clayey fine to b <br /> medium sand v E <br /> no petroleum odor <br /> V) U <br />' l0 <br /> b <br /> Q Gray slightly moist very stiff fine sandy silt <br /> 150 MW6-3I 29 ND ML no petroleum odor <br /> YXY XX• <br /> X x x x <br /> X X <br /> x <br /> 2� ® black mottling — o <br /> ❑ MW6-4I 41 ND no petroleum odorEn <br /> LIT- <br /> 'A <br /> Brown slightly moist, very dense, silty fine to medium = <br /> 25 D MW6-5I 55l ND SP sand no petroleum odor <br /> t <br /> no samples collected from 25 to — c <br /> w <br />' 40' due to ground water — <br /> L y <br /> 4 ami <br /> 30- <br /> 35- <br /> 40— <br /> SOIL <br /> 0 35 40SOIL BORING LOG AND WKA NO 2088 04 <br /> WELL CONSTRUCTION DETAIL DATE 10/93 <br /> GRANITE CONSTRUCTION FACILITY <br />' WALLACE • XUHL & ASSOCIATES, INC French Cam California PLATE NO 5 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES French <br />