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1 <br /> IGROUND ZERO ANALYSIS LOG OF WELL MW1 <br /> / PROJECT BARNYARD CORPORATION LOCATION 5960 W WALNUT GROVE RD THORNTON PROJECT NO 444, <br /> LATE DRILLED 05/17/01 - LOGGED BY SEAN GARVEYREVIEWED BY JOHN P. LANE <br /> DRILLING COMPANY V&W WELL DRILLING - DRILLER AMADOR ARROYO METHOD HOLLOW STEM AUGER <br />' BORE HOLE DIAMETER a IN DEPTH DRILLED 24 FT DEPTH TO WATER INITIAL 11.3 ET STATIC 9 FT <br /> CASING TYPE PVC F480 DIAMETER 2 IN__ SCHEDULE 40 INTERVAL 0 F7 TO _ 4 FT <br /> SCREEN TYPE eVC F480 DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 4 FT TO 24_ EI <br />' FILTER PACK TYPE 2/19 S'ND INTERVAL 3 FT_ TO 24 FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 0 FT_ TO 3 FT <br /> COMMENTS PAGE I OF <br /> WELL DEPTH FID SAMPLE ID U 5 C DESCRIPTION <br />' DETAIL FT BLOWCOLINT LOG <br /> 0-145 3/4-INCH BASE ROCK OVERLAIN BY NATIVE FILL <br />' 2 - <br /> 4 <br />' 6 <br /> FILL <br /> t 8 <br /> _10- <br /> 12-- <br /> _14- <br /> 14 5-16/19 <br /> 01214145-16/195 SILT (ML) <57 FN SND, >95x FNS N DRY 57RNGTH <br /> 9 ML R DLTNCY L TGHNSS, N PLST V STIFF BRN NPO, WET <br /> 16 t5 <br /> — / 16/19 5-21/23 5 SILT WITH SAND (ML) 15-20% FN-M A SND 80-BS% FNS <br /> 18 / N DRY STRNGTH, R OLTNCY, L TGHNSS, N PLST, V STIFF, BRN, <br /> NPO WET <br />' 20 2 17 ML <br /> 15 <br /> — 15 <br /> 22 21/23 5-25 WELL GRADED SAND (SW) >95% FN-C, A-SA, W GRDD SND, <br /> <5% FNS, M DNS-DNS, BRN NPO, WET <br /> (INSUFFICIENT SAMPLE RECOVERY FOR ANALYSES) <br /> 24 7 SW <br /> 14 <br />' 19 <br /> _26- <br /> 28- <br /> 628 ED Ct ,0 <br /> 30 �~ Ct! <br /> JOHN P <br /> LAI PM w <br /> 32 No 6""95 <br />' —34 <br /> OF CAt-'C <br /> 36 <br /> 38 <br />' 40 <br />