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GROUND ZERO ANALYSIS LOG OF WELL MW6
<br />' PROJECT TULEBURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE ROAD, M❑RADA CA PROJECT NO 263
<br /> ,. DATE DRILLED 10115100 _ LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE RG No 6795
<br /> DRILLING COMPANY DRILLER BOBBY NIXON METHOD HOLLOW STEM AUGER
<br />' BORE HOLE DIAMETER 8 IN DEPTH DRILLED 72 FT DEPTH TO WATER INITIAL 57 FT STATIC 57_ _FT_
<br /> CASING TYPE _PVC F480 DIAMETER _ 2 IN SCHEDULE 40 INTERVAL _ 0 FT TO 52 FT
<br /> SCREEN TYPE PVC F490 DIAMETER 2 IN SLOT SIZE 0 010 IN INTERVAL TO 72 FT
<br /> FILTER PACK TYPE 2116 SAND INTERVAL 59 FT TO 72 FT
<br />' SURFACE SEAL TYPE NEAT CEMENT GROUT WITH BENTONITE INTERVAL O FT TO 50 FT
<br /> COMMENTS STOVE PIPE COMPLETION PAGE I QF_2_
<br /> WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION
<br />' DETAIL (Fr PPM BLOWCOUNT LOG
<br /> 2
<br /> 0-10/145- SILT (ML) 10% FN, A SND, 90% FNS, N DRY STRNGTH, R
<br /> pLTNCY, L TGHNSS, N PLST, STIFF-V STIFF, BAN, NPO,
<br />' - DRY-MST
<br /> 4
<br /> 0 a
<br />' 14 ML
<br /> 6 19
<br /> 8
<br />' — 10 6
<br /> _ 0 6
<br /> 6
<br />' 12 10/14 5-16/19 5' SILTY SAND (SAI) 70% FN-M, A-SA, W GRDD SND, 30%
<br /> FNS, M DNS, BAN, NPO, DRY-MST
<br /> i _14— —/_
<br /> F5 SM
<br /> 0 10
<br /> 16 26
<br /> 16/19 5-25/29 5 SILT (ML) 15% FN, A SND, 85% FNS N DRY STRNGTH,
<br /> 18 R DLTNCY L TGHNSS N PLST, V STIFF SRN, NPO DRY--MST
<br /> 20 6
<br /> 0 7
<br /> 12
<br /> 22
<br /> ML
<br /> 24
<br /> 8 CALCAREOUS AT 25'
<br /> _ - 16
<br /> 26 0 17
<br /> 25/29 5-31/34 5' LEAN CLAY (CL) 10-15% FN-M, A-SA SND, 85-90% FNS,
<br /> M-H DRY STRNGTH, N-SLW DLTNCY, M-H TGHNSS, M PLST,
<br /> 2$ V STIFF-HRO, BAN, NPO, DRY, CALCAREOUS
<br />' 8
<br /> 30 15
<br /> 0 25v-
<br /> 32-
<br /> 5 CL
<br /> 32 31/34 5-36/39 5' SILTY CLAY (CL/MH) 5% FN, A SRO, 95% FNS, M CRY
<br /> STRNGTH, N-SLW DLTNCY, M TGHNSS, M PLST, V STIFF-
<br /> - — HRD, BAN, NPO, DRY
<br /> 34
<br /> 10 CL/MH
<br /> 0 1fi
<br /> 36 x
<br /> 36/395-41/445 SANDY LEAN CLAY (CL) 35-40% FN-CRS, A-SA, W
<br /> GR00 SNO, 60-65% FNS, M-H DRY STRNGTH, SLW DLTNCY,
<br /> 38 L-M TGHNSS L-M PLST, V STIFF-HRD, BAN. NPO DRY-MST
<br /> CL
<br /> 40
<br />
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