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I! <br /> GROUND ZERO ANALYSIS LOG OF WELL MW2 <br /> PROJECT BARNYARD CORPORATION LOCATION 8960 W. WALNUT GROVE RD. THORNTON PROJECT N0. 444 <br /> DATE DRILLED 05/17/01 __ LOGGED BY SEAN GARVEYREVIEWED BY JOHN P, LANE RG No, 6795 <br /> DRILLING COMPANY YAW WELL DRILLING DRILLER AMADDR ARROYO METHOD HOLLOW STEM AUGER Ii <br /> BORE HOLE DIAMETER 8 1N DEPTH DRILLED 24 FT DEPTH 10 WATER : INITIAL 1.1.5 FT STATIC 8.6 FT <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 4! FT <br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE INTERVAL 4 FT TO 241 FT <br /> FILTER PACK TYPE S INTERVAL 3 FT TO 24 FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 0 FT TO 3'' FT <br /> COMMENTS: PAGE 1 OF 1 <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. PPM SLOWCOUNT LOG <br /> 0-6/9.5' LEAN CLAY (CL): <57.' FN SND; >95% FNS, H DRY STRNGTH, <br /> 2 14 DLTNCY, M-H TGHNESS, M-H PLST. STIFF, GRN, NPO, MST <br /> i� <br /> CL <br /> 4 BY-MW2-5. <br /> 10 4 <br /> 4 <br /> 6 9 :I <br /> 6/9.5-11/14.5' ILTY CLAY (CL/ML): <10% FN SND; >90% FNS, M-H DRY <br /> LW DLTNCY, M TGHNESS, M PLST, V STIFF, BRN, NPO, MST <br /> = 8 I <br /> I <br /> 10 49 <br /> 7 CL/ML <br /> 14 <br />' II <br /> 12 11/14.5-16/19.5' ILTY SAND (SM): >70-80% FN, A--SA, P GRDD SND; :! <br /> 0-30% FNS, M DNS, BRN, NPO, WET <br /> 14 <br /> D <br /> 14 <br /> SM <br /> it <br /> 16/19.5-2t/23.5' WELL GRADED SAND WITH CLAY (SW-SC): >85-90% FN-C, <br /> 1B -SA W GRDD SND: 10-15% FNS, DNS, BRN, NPO, WET it <br /> = 5 'I <br /> 20 0 sw-sc <br /> 13 <br /> 22 <br /> 22 21/23.5-25' 1 OORLY GRADED SAND (SP): >90% FN, A. P GRDD SND: ;I <br /> 10% FNS, M DNS, BRN, NPD, WET <br /> BY--MW2-24r C <br /> 24 0 9 SP <br /> 9 <br /> 17 it <br /> 26 <br /> i 28 <br /> F-D <br /> I: <br /> �0 <br /> .TOWN P <br /> 32 • LAN I. <br /> u1 N0. 6795 <br /> 34 >1�� i <br /> 640 36- <br /> 40 <br />