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GROUND ZERO ANALYSIS LOG OF WELL MW3 <br /> PROJECT BARNYARD CORPORATION LOCATION 8960 W. WALNUT GROVE RD . THORNTON <br /> DATE DRILLED X117/01 LOGGED BY_SEALS GARVEY REVIEWEDD B PROJECT NO 444 <br /> BY—JOHN R. LANE RG No. §795 <br />' DRILLING COMPANY V&W WELL DRILLING DRILLER AMADOR ARROYO METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 24 FT DEPTH TO WATER INITIAL 10 FT STATIC _ _ 9.7 FT <br /> CASING TYPE PVC BAD DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO _. _ __ 4 FT <br /> SCREEN TYPE PVC E450 DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL __ 4 FT <br /> TO _ __ 24 F7 <br />' FILTER PACK TYPE INTERVAL - 3 FT TO 24 FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE <br /> INTERVAL O FT TO 3 FT <br /> PAGE 1 OF—!- <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL- FT PPM BLOWCOLINT LOG <br /> 0-6/9 S. SILTY C6AY (CL/ML) <5% FN SND, >95% FIRS, M DRY <br />' 2 STRNGTH, SLW DLTNCY, M TGHNESS, M PLST, STIFF-V STIFF, <br /> ■ DARK BRN SL PO MST <br /> CL/ML <br /> 4 <br /> 8Y-MW3-5 <br />' 55 4 <br /> 6 <br /> — 6 14 <br /> 6/9 5-11/14 5 SILTY CLAY (CL/ML) <57 FN SND, >95% FNS, M-H DRY <br /> / STRNGTH N--SLW DLTNCY, M TGHNESS, M PLST, V STIFF-HARD <br /> 8 <br /> BRN, NPO, WET <br /> _ / <br /> / <br /> 10 <br /> 22 13 CL/ML <br />' 40 <br /> 12 <br /> 11/145-2t/235- LEAN CLAY (CL) 5-10% FN SND >90-95% FNS M-H DRY <br /> STRNGTH, N-SLW DLTNCY, M-H TGHNESS M-H PLST, V STIFF, <br /> 81314 NPO WET <br /> 14 <br /> 3 14 <br /> 15 <br /> 16 20 <br /> I — <br /> 18 CL <br />' — 20 3 4 <br /> _ 10 <br /> 15 <br />' 22 21/235-25' SILT (ML) <57 FN SND >952 FNS N DRY STRNGTH <br /> R DLTNCY, L TGHNESS N PLST STIFF-V STIFF, DARK GRY <br /> 8Y-MW3-24 NPO wET <br /> — 24 0 5 ML <br /> 13 <br /> 26 <br /> I 28 <br /> 30— ED C'Fp�O <br /> N p N <br /> 3z JOH <br /> L+tic --i <br /> 34 No 6 795 •_ <br /> —36- <br /> 0" CAV rQQ` <br /> 38 <br /> I 40 <br />