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Il <br /> II <br /> GROUND ZERO ANALYSIS LOG OF WELL IMW3 <br /> PROJECT BARNYARD CORPORATION LOCATION 11960 W. WALNUT GROVE RD. THORNTON PROJECT N0. 444 II <br /> DATE DRILLED 05/17/01 LOGGED BY SEAN GA V Y REVIEWED BY JOHN P, LANE RG No. 6795 _ <br /> DRILLING COMPANY V&W WELL DRILLINPpRILLER AMADOR ARROYO METHOD HOLLOW STEM AUGER II - <br /> BORE HOLE DIAMETER s IN DEPTH DRILLED 24 FT DEPTH 10 WATER : INITIAL 10 FT STATIC 9.7'i FT <br /> CASING TYPE PVC MID DIAMETER 2 IN SCHEDULE 40INTERVAL 0 FT TO 41 FT <br /> SCREEN TYPE PVC F4saDIAMETER 2 IN SLOT SIZE INTERVAL 4 FT TO 24'1 FT <br /> FILTER PACK TYPE ND INTERVAL —_ 3 FT .. <br /> TO 24'' FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 0 FT TO 31 FT <br /> COMMENTS: PAGE OF 1 <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT, PPM BLOWCDUNT LOG " <br /> 9 14- <br /> 0-6/9.5' SILTY CLAY (CL/ML): <5% FN SND; >95% FNS, M DRY u <br /> 2 STRNGTH, SLW DLTNCY, M TGHNESS, M PLST, STIFF-V STIFF, <br /> ARK ERN, SL PO, M5T 9 <br /> CL/ML <br /> 4 BY-MW3-5' <br /> SS 4 <br /> 6 <br /> 6 14 <br /> — 6/9.5-11/14.5ILTY CLAY (CL/ML): <57 FN SND; >95% FNS, M-H DRY,! <br /> TRNGTH, N-SLW DLTNCY, M TGHNESS, M PLST, V STIFF-HARD <br /> 8 / RN, NPO, WET '1 <br /> 0 22 7 �I <br /> _ 13 CL/ML <br /> 40 <br /> 12 11/14.5-21/23.5' LEAN CLAY (CL): 5-10% FN SND; >90-95% FNS, M--H DRY <br /> TRNGTH, N-SLW DLTNCY, M-H TGHNESS, M-H PLST, V STIFF, <br /> RN, NPO, WET <br /> 14 II <br /> 14 <br /> 1fi 20 <br /> 18 CL p <br /> 20 3 4 <br /> 10 <br /> 15 <br /> 22 21/23.5-25' SILT (ML): <5% FN SND: >95% FNS, N DRY STRNGTH, II <br /> R DLTNCY, L TGHNESS, N PLST, STIFF-V STIFF, DARK GRY,II <br /> NPO, WET <br /> BY-MW3-24' <br /> -= 24 0 5 ML <br /> f 3 <br /> 26 <br /> 28 <br /> !I <br /> eti JOHN P :, <br /> 32 LAN <br /> u, NO. 6795 <br /> 34 <br /> e- <br /> OQ` <br /> 3 6 �9p C <br /> 38 II <br /> a0 <br />