Laserfiche WebLink
GROUND ZERO ANALYSIS LOG OF WELL MW 3 <br /> PROJECT LOCATION 6120 WEST 11TH STREET PROJECT NO 450 <br /> DATE 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 a IN DEPTH DRILLED 25 FT DEPTH TO WATER INITIAL 12.4 FT STATIC 1 - 9 FT <br /> CASING TYPE _VC _ DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 5 FT <br /> SCREEN TYPE Pyr. _.� DIAMETER 2 IN SLOT SIZE0__—__01�N 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 ____4FT <br /> COMMENTS PAGE —I OFA_ <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PAM BLOWCOUNT LOG <br /> 2 <br /> 4 <br /> PEA O — 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 T52MW3-15 <br /> 7 <br /> 2 17 SW 11 5/14 5'-20/24 5' WELL GRD D SAND 75-85%, FN—CRS A—R, WELL GRD D SAND <br /> 16 18 10-15% GRAVEL, 5-10% FINES MED DENSE—DENSE <br /> BROWN, NO ODOR, WET <br /> 18 <br /> 20 <br /> HEAVING SAND <br /> 22 <br /> 20/245'-26 SILTY CLAY 5-10% FN SAND <br /> 90-959' FINES, M DRY STRNGTH SLW DLTNCY M TOUGHNESS <br /> 24 TS2MW3-25 M PLST VERY SOFT, BRN NO ODOR WET <br /> 1 CL/ML <br /> 7 1 <br /> 26 1 <br /> 28 <br /> 30 ED GEO� <br /> � 00 <br /> 32 2' JOHN P <br /> LAP,,,- <br /> N� N 6795 <br /> 34 <br /> E .r. <br /> C <br /> 38 <br /> 40 <br />