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GROUND ZERO ANALYSIS <br /> LOG OF WELL MW3 <br /> PROJECT BARNYARD CORPORATION LOCATION 8960 W WALNUT GROVE RD . THORNTON PROJECT NO 444 <br /> DATE DRILLED 05/17/01 — LOGGED BY_SEAN GARVEY REVIEWED BY JOHN P. LANE RG No., 6795 <br /> DRILLING COMPANY V&W WELL ORILLI,NQ DRILLER AMADOR ARROYO METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 24 FT DEPTH TO WATER INITIAL 10 FT STATIC �9.7 FI <br /> CASING TYPE 'VC_F4RQ DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 El TO 4 FT <br /> SCREEN TYPE Pyr. E490 DIAMETER 2 IN SLOT SIZE (1_f)]_n IN INTERVAL _ _ 4 FT TO 24 FT <br /> FILTER PACK TYPE 1/12_.5AND __. INTERVAL 3 FT TO 24 FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 0 FT TO 3 FT <br /> COMMENTS PAGE ?OF._l_ <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL (FT (PPM) BLOWCOUNT LOG <br /> 0-6/9 5' SILTY CLAY (CL/ML) <5R FN SND >952 FNS, M DRY <br /> 2 STRNGTH, SLW DLTNCY, M TGHNESS, M PLST, STIFF-V STIFF, <br /> DARK BRN SL PO, MST <br /> CL/ML <br /> 4 BY--MW3-7 <br /> 55 4 <br /> 6 <br /> 6 14 <br /> 6/9 5-11/14 5' SILTY CLAY (CL/ML) <5R FN SND, >95% FNS, M-H DRY <br /> STRNGTH N-SLW DLTNCY, M TGHNESS, M PLST, V STIFF-HARD <br /> BRN, NPO, WET <br /> 1O 22 7 <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 /> STRNGTH, N-SLW DLTNCY, M-H TGHNESS, M-H PLST, V STIFF, <br /> BRN NPO WET <br /> 14 <br /> 3 14 <br /> 15 <br /> 15 20 <br /> 18 CL <br /> 20 3 4 <br /> 10 <br /> 15 <br /> _22- 21/235-25' SILT (ML) <5R FN SND >952 FNS N DRY STRNGTH, <br /> R DLTNCY, L TGHNESS N PLST, STIFF-V STIFF, DARK GRY, <br /> NPO WET <br /> BY-MW3-24' X/ <br /> 24 0 5 ML <br /> 5 <br /> 13 <br /> —26- <br /> 28 <br /> E� <br /> 30 �'F4�0 <br /> 32 JOHN P <br /> • LriNr_ <br /> NO 6795 <br /> 34 �Q <br /> 36 Cp1�-SCOQ` <br /> `. <br /> 38 <br /> 40 <br />