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GROUND ZERO ANALYSIS LOG OF BORING SB4 <br /> PROJECT HAiRSYS AUTO LOCATION 2662 N. WILSON WAY, STOCKION CA PROJECT NO 327 <br /> DATE DRILLED 02/23/2000 LOGGED BY SEAN GARVEY _ REVIEWED BY, GREG P. STAHL_RG No 5923__ <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER DAVE GONZOLES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 IN DEPTH DRILLED 16 FT DEPTH TO WATER INITIAL NA FT STATIC NA__ FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO __ FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT GROUT INTERVAL C FT TO 16 FT <br /> COMMENTS PAGE —J—OF---i— <br /> WELL <br /> F_ 1_WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-2' ASPHALT <br /> 2 <br /> 2 —11/145- LEAN CLAY (CL) 10% FN A PRLY GRDD SND 90% FNS <br /> H DRY STRNGTH, N—SLW DLTNCY, M—H TGHNSS, M—H PLST, BRN, <br /> 4 NPD, DRY TO DRY—MST, V STIFF <br /> 5 <br /> g CL <br /> 6 17 <br /> 8 <br /> 10 7 <br /> 13 <br /> 15 <br /> 12 11/14 5-16' SILT (ML) 5% FN A PRLY GRDD SND 95% FNS L DRY STRNGTH <br /> SLW—R DLTNCY, L TGHNSS, L PLST, BRN, SL—M PO, DRY—MST, V STIFF <br /> 14 HA—SB4-15 <br /> --/- <br /> 10 ML <br /> 12 <br /> 16 42 �-D GEOZO <br /> Gr EGGftY P <br /> S <br /> 20TAHL��* !`!0 5023 <br /> 22 <br /> —24- <br /> 26 <br /> 28 <br /> 30 <br /> 32- <br /> -34- <br /> 36 <br /> 35 <br /> —38- <br /> 40 <br />