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GROUND ZERO ANALYSES LOG OF WELL MW 3 <br /> PROJECT TiiORPE Sou7A 2 LOCATION 6120 WEST 11TH STREET <br /> PROJECT N0, 450 <br /> DATE DRILLED 11/19/01 LOGGED BY SEAN GARVEYREVIEWED BY JOHN P. LANE RG No. 6795 <br /> DRILLING COMPANY SPECTRUM DRILLER DAVE GONZALES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER e. .N DEPTH DRILLED 25. FT DEPTH TO WATER INITIAL 12.4 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 SIZE 010 IN- INTERVAL 5 FT <br /> TO _ 25 FT <br /> FILTER PACK TYPE 2/12 SAND INTERVAL 4 FT TO. . -25 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVERLYING BENTONITE d INTERVAL 0 FT TO 4 FT <br /> COMMENTS: I PAGE 1 0F_L <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 /> 0.1 2 10'— 11.5/14.5' SILTY CLAY; 0-59, 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 SW 11.5/14,5'-20/24.5'.WELL GRO'D SAND; 7585%, 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 /> 20/24.5'-26' SILTY CLAY; 5=10%, FN SAND; <br /> 24 90-95% FINES,; M DRY STRNGTH, SLW DLTNCY; M TOUGHNESS; <br /> TS2MW3-25 M PLST; VERY:°.SOFT; BRN; NO ODOR; WET <br /> I CL/ML <br /> 7 1 <br /> 26 1 <br /> —28- <br /> -30— ��p,EO G�°� <br /> 32 4r' JOHN P, p <br /> N .34 6795 <br /> e�� <br /> 3fi �QJ �� f <br /> 38 <br /> 40 <br />