Laserfiche WebLink
�4 <br /> GROUND ZERO ANALYSIS LOG OF WELL MW 3 <br /> �ROJECT LOCATION 6120 WEST 11TH STREET PROJECT NO 450 <br /> ATE DRILLED 11/19/01 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE RG No 6795 <br /> DRILLING COMPANY SPECTRUM DRILLER DAVE GONZALES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 11,1_ DEPTH DRILLED -25 FT DEPTH TO WATER INITIAL 124 FT STATIC 11 9 FT <br /> CASING TYPE _Pvc DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 5 FT <br /> SCREEN TYPE _Pvc DIAMETER 2 IN SLOT SIZE0010 IN INTERVAL 5 FT TO 25 _ FT <br /> FILTER PACK TYPE 2/12 SAND INTERVAL 4 FT TO 25 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVERLYING BENTONITE INTERVAL 0 FT TO 4 FT <br /> COMMENTS PAGE I OF I <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 2 <br /> 4 <br /> PEA 0 - 10 PEA GRAVEL FILL <br /> GRAVEL <br /> 6 <br /> 8 <br /> 10 <br /> 01 2 10— 11 5/14 5 SILTY CLAY 0-57. FN SAND, <br /> 5 CL/ML 95-100% FINES M DRY STRNGTH SLW DLTNCY, M TOUGHNESS <br /> 12 M PLST, MED STIFF, BRN, NO ODOR MST—WET, <br /> 14 TS2MW3-15 <br /> 7 <br /> 2 17 5W 11 5/14 5'-20/24 5 WELL GRD D SAND 75-85% FN—CRS A—R, WELL GRD D SANG <br /> 16 18 10-15% GRAVEL, 5-10% FINES, MEG DENSE—DENSE <br /> BROWN, NO ODOR, WET <br /> 18 <br /> 20 HEAVING SAND <br /> 22 <br /> 20/24 5'-26 SILTY CLAY, 5-102, FN SAND <br /> 90-95% FINES, M DRY STRNGTH, SLW DLTNCY, M TOUGHNESS <br /> 24 TS2MW3-2 M PLST VERY SOFT BRN NO ODOR WET <br /> 1 CL/ML <br /> 7 1 <br /> 26 1 <br /> 28 <br /> 30 � ED G��1 <br /> 00 <br /> 32 JOHN P � <br /> LA,PvE <br /> 34 N{ N 6795 <br /> 36 <br /> 38 <br /> 40 <br />