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GROUND ZERO ANALYSIS LOG OF WELL MW7 <br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE ROAD MORADA CA PROJECT NO 263 <br /> • DATE DRILLED 10/17/00 LOGGED BY REVIEWED BY JOHN P. LANE RGNo 6795 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER BOBBY NIXON METHOD HOLLOW STEM AUGER <br />' BORE HOLE DIAMETER s IN - DEPTH DRILLED 72 FT DEPTH TO WATER INITIAL _ 57.5 FT- STATIC 57.5 FT <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE AO INTERVAL 0 El TO 52 FT <br /> SCREEN TYPE PVC F480 DIAMETER <br /> 2IN SLOT SIZE 0 010 IN INTERVAL 52 -EU TO 72 FT <br /> FILTER PACK TYPE 2/16 SAND — INTERVAL 50 FT TO 72 . FT <br />' SURFACE SEAL TYPE NrAT rrmENT GROUT/BFNTONITF INTERVAL 0 FT TO — 50_ FT <br /> COMMENTS STOVE PIPE COMPLETION PAGE 1 OFA_ <br /> WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION <br />' DETAIL– FT PPfrf BLOWCOUNT LOG <br /> 2 <br /> 4 <br />' 6 <br /> ML <br /> 8 <br /> 0-11/19 5' SILT (ML) 10-20% FN A SND, 80-90% FNS, N DRY <br /> STRNGTH, R DLTNCY, L TGHNSS, N PLST, BRN, NPO, <br /> 10 0 g w DRY-MST TO DRY <br /> 5 <br /> 6 <br /> 12 <br /> 14 <br /> 16 I <br /> I 11/19 5-21/29 5 SILT WITH SAND (ML) 20% FN, A SNO 80% FNS, N DRY <br /> STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF, BRN, NPO, <br /> 18 DRY <br />' 2D 5 <br /> 0 9 ML <br /> 13 <br /> —22- <br /> 24- <br /> 26- <br /> - <br /> 22425 <br /> 21/29 5-51/54 5' SILTY CLAY (CL/MH) 10% FN, A SND, 90% FNS, L-M DRY <br /> STRNGTH N-SLW DLTNCY, M TGHNSS, L PLST, HAD, BRN, NPO <br />' - - 28 DRY <br /> 4 <br /> 30 6 <br /> O 13 <br /> 21 <br /> 32 <br /> ' 34 CL/MH <br /> -_ - 35 <br /> ' 38 <br /> 0 g <br /> __ <br /> 40 <br />