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' GROUND ZERO ANALYSIS LOG OF WELL MW2 <br /> . PROJECT BARNYARD CORPORATION LOCATION 8960 W WALNUT GROVE RD ._THORNTON PROJECT NO 444 __— <br /> DATE DRILLED LOGGED BY LEAN GARVEY REVIEWED BY JOHN P. LANE RG No. 67,95 <br />' DRILLING COMPANY _Y&W WELL DRILLING _ DRILLER AMADOR ARROYO METHOD HOLLOW STEM AUGER _ <br /> BORE HOLE DIAMETER 8 1N DEPTH DRILLED 24 FT DEPTH TO WATER INITIAL 11.5 FT STATIC _ 0.6- FT <br /> CASING TYPE _ PVC F490 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 4 FT <br /> SCREEN TYPE pYc F480 DIAMETER — -- 2 IN SLOT SIZE 0.010 IN INTERVAL 4 FT TO ----2-4 —.EL <br /> FILTER PACK TYPE INTERVAL 3 FT TO 24 FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 0 FT TO 3 FT <br /> COMMENTS PAGE wL,OF—j_ <br /> WELL DEPTH FID SAMPLE ID i U S C <br /> DESCRIPTION <br />' DETAIL FT PPM BLOWCDUNT LOG <br /> 0-6/9 5' LEAN CLAY (CL) <5% FN SNO >95% FNS H DRY STRNGTH <br />' 2 N DLTNCY, M-H TGHNESS, M-H PLST, STIFF, SRN, NPO MST <br /> + CL <br /> 4 <br /> BY-MW2-5 <br /> 10 4 <br />' 4 <br /> $ 9 <br /> 6/9 5-11/14 5 SILTY CLAY (CL/ML) <107. FN SND, >90% FNS, M-H DRY <br /> SLW DLTNCY, M TGHNESS M PLST V STIFF BRN, NPO MST <br /> 8 <br /> 10 <br /> 4 7 CL/ML <br />' 14 <br /> 12 11/i45-15/19 5' SILTY SAND (SM) >70-807 F4, A-SA, P GRDD SND, <br /> 20-307. FNS M DNS BRN NPO WET <br />'• <br /> —14- <br /> 0 9 <br /> 12 SM <br /> 16 14 <br />' 16/195-21/23 5 WELL GRADED SAND WITH CLAY (SW-SC) >BE-907 FN-C <br /> 18 A-SA W GRDD SND, 10-157 FNS DNS, BRN, NPO, WET <br /> i <br /> — 20 O 5 SW-SC <br /> 13 <br /> 22 <br /> 22 <br />' 21/23 5-25' POORLY GRADED SAND (SP) >90% FN, A. P GRDD SND, <br /> BY-MW2 24 <10% FNS, M DNS, 8RN, NFD, WET <br /> 24 0 9 SP <br /> I 17 <br /> 26- <br /> 2B <br /> '(E¢EO q <br /> 130— p <br /> �\5 J (er <br /> OHN p cn <br /> 32 LANs <br /> U, NO 6795 <br /> I ri, <br /> 3a <br /> 36 . ` CR�,Fa <br /> .38- <br /> 0 <br />