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GROUND ZERO ANALYSIS <br /> LOG OF WELL IMW3 <br /> PROJECT BARNYARD CORPORATION LOCATION 8960 W. WALNUT GROVE RO, T140RNTON ':I <br /> DATE DRILLED U/17/01 PROJECT NO. 444 <br /> LOGGED BY EAN ARV I REVIEWED BY JOHN E. LANE No579 <br /> DRILLING COMPANY V W ING DRILLER AMApOR ARROYp METHOD HOLLOW STEM AUGER II <br /> BORE HOLE DIAMETER s .1N DEPTH DRILLED 24 FT DEPTH TO WATER : INITIAL �,10 FT STATIC <br /> CASING TYPE DIAMETER — z IN SCHEDULE 401 INTERVAL TO <br /> SCREEN TYPE PVC F4,90 DIAMETER --._ IN SLOT SIZE 0.011a IN INTERVAL 4 FT TO --14---EL <br /> FILTER PACK TYPE 2/12 SAND I INTERVAL 3 EL TO __ 24' FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE <br /> INTERVAL 0 F Tp ----3 FT <br /> COMMENTS: I <br /> PAGE t OF <br /> WELL DEPTH FID SAMPLETY U.S.C. <br /> DETAIL FT= PPS! 6LOWCOUNT LOG DESCRIPTION 'I <br /> d <br /> =1 <br /> i <br /> 0-6/9.5' SILTY CLAY (CL/ML): <5% FN SND; >95% FNS, M DRY <br /> 2 u STRNGTH, SLW DLTNCY, M TGHNESS, M PLST, STIFF—V STIFF, <br /> DARK 8RN, SL PO, MST <br /> :1 <br /> 4 CL/ML <br /> BY—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, )A—H DRY. <br /> STRNGTH, N—SLW DLTNCY, M TGHNESS, M PLST, V STIFF—HARD <br /> BRN, NPO, WET <br /> r <br /> 10 22 7 <br /> 13 CL/ML <br /> 40 <br /> 12 11/14,5-21/23.5' LEAN CLAY (CL): 5-10% FN SND; >90-959,' FNS, M—H DRY <br /> STRNGTH, N—SLW DLTNCY, M—H TGHNESS, M—H PLST, V STIFF, <br /> BRN, 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 21/23.5-25' SIT (ML): <5% FN SND; >95% FNS, N DRY STRNGTH, <br /> R(DLTNCY, L TGHNESS, N PLST, STIFF—V STIFF, DARK GRY, <br /> BY—MW3-24' NPO, WET <br /> 24 O 5 ML <br /> 13 <br /> 26 <br /> 28- <br /> -30— 'CEREt] o <br /> 32 JOHN p 0cn <br /> LANE � <br /> 3a cls, No, 6795 <br /> 3& tr <br /> —38- <br /> 40 <br />