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�I <br /> GROUND ZERO ANALYSIS LOG OF WELL MW1 <br /> PROJECT BARNYARD CORPORATION LOCATION 6960 W. WALNUT GROV RD., THORNTON <br /> PROJECT N0. _444 ,I <br /> DATE DRILLED 05/17/01 LOGGED BY SEAN GARVEY REVIEWED BY�LQ�IN P. LANE RG No. 6795 <br /> DRILLING COMPANY V&W WELL GRILLING DRILLER AMAOOR ARROY METHOD HOLLOW STEM AUGER II <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 24 „FT DEPTH TO WATER : INITIAL -11.3 FT STATIC Si FT <br /> CASING TYPE PVC FASO DIAMETER . 2 IN SCHEDULE 40 INTERVAL 0, FT TO 4' FT <br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE n.1110 IN INTERVAL 4 FT TO __ 24' FT <br /> FILTER PACK TYPE SAN <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 3 FT' TO 24,1 FT <br /> —. <br /> INTERVAL O ET_ TO _.31 FT <br /> COMMENTS: PAGE OF 1 <br /> WELL DEPTH FID U.S.C. DESCRIPTION j <br /> DETAIL FT. (PPM) BLOWCOUNT LOG <br /> 'I <br /> 0-14,5' /4—INCH BASE ROCK OVERLAIN BY NATIVE FILL <br /> 2 <br /> 4 I <br /> 6 <br /> FILL I; <br /> B I� <br /> 10 <br /> I <br /> 12 <br /> II <br /> 'I <br /> I <br /> 14 <br /> 1 9 ML 14.5—ifi/19.5' SLT (ML): <5% FN SND; >95% FNS, N DRY STRNGTH, <br /> 15 R DLTNCY, L TGHNSS, N PLST, V STIFF, 9RN, NPO, WET <br /> 16 .! <br /> 16/19.5-21/23.5- S LT WITH SAND (ML): 15-20% FN—M, A SND; 8D-85% FNS, <br /> 18 N DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF, BRN, <br /> N O, WET II <br /> 20 2 15 ML <br /> 15 <br /> 22 <br /> 21/23.5-25' W LL GRADED SAND (SW): >95% FN—C, A—SA, W GRDD SN11 D; <br /> <5% FNS, M DNS—DNS, BRN, NPO, WET <br /> 7 <br /> (INSUFFICIENT SAMPLE RECOVERY FOR ANALYSES) ! <br /> 24 14 SW i <br /> 19 <br /> II <br /> 26 ii <br /> 2 B <br /> 30 <br /> c�, JOuN P. La <br /> 3z LAME <br /> No. 6795 <br /> 34 <br /> 36 <br /> li <br /> 40 n <br /> I. <br />