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GROUND ZERO ANALYSIS LOG OF WELL MW8 <br /> PROJECT TULEBURG WAREHOUSE LOCATION 8200 NHWY 99 FRONTAGE ROAD, MORADA CA PROJECT NO 263 <br /> •; DATE DRILLED 10/18/00 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE RG No 6795 <br /> DRILLING COMPANY DRILLER 1191111 N111111 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 ?_ _IN SCHEDULE 40 INTERVAL 0 FT TO 52 El <br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE 0 010 IN INTERVAL 52 FT TO 72 _FT <br /> FILTER PACK TYPE 2/16 SAND INTERVAL 50 FT TO 72 FT <br /> SURFACE SEAL TYPE HEAT CEMENT GROUTISENTONITE INTERVAL Q-- --- l TO SEL <br /> COMMENTS STOVE PIPE COMPLETION PAGE—I—OF-2-- <br /> WELL <br /> FAWELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> IDETAIL FT PPM BLOWCOUNT LOG <br /> — — 2 <br /> 0-11/19 5' SILTY CLAY (CL/AIH) 5% FN, A SND, 95% FNS, M—H DRY <br /> STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, V STIFF, BRN, NPO, <br /> 4 DRY <br /> 6 <br /> 8 CL/MH <br /> — — 10 g <br /> 0 5 <br /> 14 11/19 5-21/29 5 LEAN CLAY (CL) 5% FN, A SND 95% FNS, H DRY <br /> STRNGTH N—SLW DLTNCY, M--H TGHNSS )A—H PLST V STIFF <br /> BAN, NPO DRY <br /> _ 16 <br /> 18 <br /> I 20 0 9 CL <br /> 1s <br /> 17 <br />' 22 <br /> 24 <br /> r 26 <br /> 28 <br /> 30 0 4 <br /> g <br />' <br /> 8 <br /> 32 t <br />' — 34 <br /> f� w 86 ML 21/29 5-41/49 5 SILT (ML) 0-5x FN TO M. A SND, 95-100% FNS <br />' L DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, STIFF-V STIFF, <br /> BRN, NPO, DRY <br /> 38 <br />' <br /> 4 <br /> 40 0 <br />