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r <br /> GROUND ZERO ANALYSIS LOG OF WELL MW1 <br /> PROJECT BARNYARD CORPORATION LOCATION 8960 W. WALNUT GROVE RD. THORNTON <br /> PROJECT N0. 444 _ <br /> DATE DRILLED 05/17/01 LOGGED BY. SEAN GARVEYREVIEWED BY JOHN P. LANE RG No. 6795 <br /> DRILLING COMPANY VAW WELL DRILLING DRILLER AMADOR ARRDYOI METHOD HOLLOW STEM AUGER II <br /> BORE HOLE DIAMETER _ 8 IN DEPTH DRILLED 24 FT DEPTH TO WATER INITIAL ,_11.3 FT STATIC 9-iE FT <br /> CASING TYPE _PVC FASO DIAMETER 2 IN SCHEDULE 40 1 INTERVAL 0 FL TO 4 4 FT <br /> SCREEN TYPE PVC F480DIAMETER 2 IN SLOT SIZE 0,01110� <br /> . N INTERVAL 4 FT TO 2411 FT 1 <br /> FILTER PACK TYPE 1 S; <br /> N I INTERVAL 3FT TO -24 ii FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE I INTERVAL 0 ,.. El TO 3,,,11 FT <br /> COMMENTS: IRAGE F OF 1 <br /> WELL DEPTH FID U.S.C. DESCRIPTION <br /> II <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-14.5' 3/4—INCH BASE ROCK OVERLAIN BY NATIVE FILL I <br /> 2 <br /> 4 <br /> — h <br /> 6 <br /> FILL ; <br /> — I <br /> 8 <br /> 10- <br /> -12- <br /> -14- <br /> 13 <br /> 012 148 14,5-1 fi/19.5' SILT (ML): <5% FN SND; >95% FNS, N DRY STRNGTH, <br /> 15 ML R DLTNCY, L TGHNSS, N PLST, V STIFF, BRN, NPO, WET 11 <br /> :::::—16 r; <br /> 16/19.5-21/23.5' SILT WITH SAND (AAL): 15-20% FN—M, A SND; 80-85% FNS, <br /> 18 NIDRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF, BRN, <br /> NPO, WET l <br /> 17 <br /> 20 2 15 ML li <br /> 15 I� <br /> 22-121/23.5-25' WELL GRADED SAND (SW): >95% FN—C, A--SA, W GROD SND; <br /> <5% FNS, M DNS—DNS, BRN, NPD, WET li <br /> (INSUFFICIENT SAMPLE RECOVERY FOR ANALYSES) �I <br /> --- 24 14 SW <br /> 19 :I <br /> is <br /> 26 I� <br /> 28 D Gt0 <br /> _30- <br /> - <br /> 0 <br /> L^�r41 <br /> 32 No. G795 <br /> 34 <br /> ti <br /> M <br /> 38 li <br /> 40 <br /> .r <br />