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A `I <br /> �i <br /> GROUND ZERO ANALYSIS <br /> LOG OF WELL ;MW4 <br /> PROJECT BARNYARD CORPORATION LOCATION 8960 W. WALNUT GROV RD, THORNTON PROJECT NO. 444 <br /> DATE DRILLED LOGGED BY SEAN GA VEY REVIEWED BY 0 E 89 No "6,795 <br /> DRILLING COMPANY V&W WELL RI IN DRILLER AMADOR ARROY <br /> METHOD HOLLOW STEM AUGER U <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED _ 24 FT DEPTH TO WATER INITIAL 8 FT STATIC <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL _. 0 FT TO 4 FT <br /> SCREEN TYPE PVC F,480 DIAMETER 2 IN SLOT SIZE INTERVAL - 4 FT TO —_ 24 FT <br /> FILTER PACK TYPE _2Z12 SAND INTERVAL — 3 ET TO —y24 FT <br /> SURFACE SEAL TYPE CONCRETE OVER BENTONITE INTERVAL 0 FT TO 3 FT <br /> COMMENTS: <br /> PAGE_L_OFT„1_ <br /> WELL DEPTH FID SAMPLE 10 U.S.C. DESCRIPTION II <br /> DETAIL FT. (PPM) BLOWCOUNT LOG II <br /> 0-6/9.5' ;LTY CLAY (CL/ML): <57 FN SND: >95% FNS, M—H DRY <br /> 2 PRONGTH, N—SLW DLTNCY, M TGHNESS, M PLST, V STIFF, SRN <br /> 4 CL/ML <br /> 0 S <br /> — 11 <br /> 6 20 <br /> 6/9,5-11/14.5' ILTY SAND (SM): <br /> 50-85 a FN, A, P GROp SND; 15-20% FNS, <br /> DNS. BRN, NPO, MST—WET <br /> 8 R <br /> II <br /> BY—MW4-10' <br /> 10 0 8 <br /> 7 SM <br /> 5 i <br /> !! i <br /> 12 11/14,5-16/19.5OORFNS, DNSGRADED N,DN�OP):WET95% FN, A. P GRDD SND; li <br /> 14 <br /> 1 9 I� <br /> 17 SP it <br /> 20 <br /> 16 � <br /> 16/19.5-21/23.5' ELL GRADED SAND (SW): >95% FN-C, A-SA, W GRDD SND: <br /> 18 <br /> >5% FNS, V ONS, GRN, NPO, WET II <br /> 2D t7 sw II { <br /> 50 <br /> i <br /> ' I <br /> 22 it I <br /> 21/23.5-25' POORLY GRADED SAND (SP): >95% FN, A, P GRDD SND; '� I <br /> <5% FNS, DNS—V DNS, GREEN, NPO, WET <br /> BY—MW4-24' <br /> 24 0 25 SP I <br /> 35 <br /> 26 I <br /> 28 <br /> RED <br /> 30 GF�1 ;, <br /> ��' JOHN P. �cn <br /> LAP4r <br /> 32 No. 6795 <br /> F CAL'",F <br /> 36 <br /> .s <br /> 40 !i <br /> I! <br />