Laserfiche WebLink
GROUND ZERO ANALYSIS LOG OF WELL MW 2 <br /> IROJECT lHlRU QU A 2,Y„ LOCATION 6120 WESI 11TH STREET PROJECT NO 450 <br /> TE 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 11 6 FT <br /> CASING TYPE Pvc DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 5 FT <br /> SCREEN TYPE Eyr DIAMETER 2,. . IN SLOT SIZE 0010 IN INTERVAL 5 FT TO 25 <br /> FILTER PACK TYPE SAND INTERVAL a FT TO 25 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVERLYING BENTONITE INTERVAL 0 FT TO 4 FT <br /> COMMENTS <br /> PAGE I OF—.L- <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 2 <br /> 0-6/9 5 SILTY SAND 50-607 FN, A, PRLY GRD'D SAND <br /> 40-50% FINES VERY LOOSE SRN, NO ODOR DRY <br /> 4 <br /> 3 SM <br /> 2 2 <br /> 6 <br /> 6/9 5 — 11/14 5 SILTY CLAY, 5-107. FN SAND, 90-95% FINES M DRY STRNGTH <br /> $ SLW DLTNCY M TOUGHNESS M PLST SOFT—MED STIFF <br /> BRN, NO ODORS, ORGANICS, MST—WET ROOTS <br /> TS2MW2-10 <br /> 16 05 2 <br /> 2 CL/ML <br /> 2 <br /> 12 <br /> 11/14 5-16/19 5' SILTY SAND 50-60% FN A—SA, PRLY GRD D SAND <br /> 14 40-50% FINES, VERY LOOSE—LOOSE, GRN, NO ODOR WET <br /> 2 <br /> 0 4 2 SM <br /> 16 2 <br /> 16/19 5'--25/24 5' SILTY CLAY <5% FN SAND X95% FINES M—H DRY STRNGTH <br /> 18 SLW DLTNCY M TOUGHNESS M PLST SOFT—MED STIFF <br /> SRN NO ODORS WET <br /> TS2MW2-20 <br /> 2D 3 <br /> 01 2 GL/ML <br /> 1 <br /> 22 21/24 5'-26 SILT W/ SAND 20-307 FN A SAND <br /> 70-807. FINES N DRY STRNGTH R DLTNCY, L TOUGHNESS <br /> N PLST STIFF BRN, NO ODORS, WET <br /> 24 TS2MW2-25 <br /> 4 ML <br /> 01 5 <br /> 26 5 <br /> ED Gc�01 <br /> za <br /> 00 z <br /> JOHN p _LR; <br /> �; <br /> 32 <br /> 6 795 <br /> 34 °F CA0 " <br /> 36 <br /> 38 <br /> 40 <br />