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DATE DRILLED _ 9/29/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE No 47410 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER _6 IN DEPTH DRILLED 615 FT DEPTH TO WATER INITIAL —._._.__�T STATIC _ FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL INCH TO FT <br /> REEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL — _, FT TO FT <br /> TER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT TOPPED WITH CONCRETE INTERVAL 0 FT TO 60 Fl <br /> COMMENTS PAGE OF? <br /> WELL DEPTH FID AM U 5 C DESCRIPTION <br /> DETAIL FT BLOWCOUNT LOG <br /> CONCRETE <br /> 2 CL SILTY CLAY (CL), 100% FINES, OLIVE BLACK 5Y2/1, DRY--MOIST, MED <br /> PLASTICITY <br /> 4 <br /> 0 8 <br /> 6 15 <br /> 15 ML CLAYEY SILT (ML), 100% FINES MODERATE YELLOWISH BROWN 10YR5/4, <br /> MOIST NONE-LOW PLASTICITY, V STIFF, TRACE BLACK MINERALIZATION <br /> 1a 7 <br /> 01 a ML MOIST, NONE—LOW PLASTICITY, V STIFF AT 1OFT <br /> 15 <br /> 12 <br /> 14 <br /> t2 <br /> 16 06 12 CB-4-16 5 15 ML MOIST, SLIGHT INCREASE IN CLAY CONTENT, NONE-LOW PLASTICITY, <br /> V STIFF AT 15 FT <br /> 18 <br /> 20 s MOIST, NONE—LOW PLASTICITY, MACROPORES APPROX 1 mm DIA <br /> 12 ML WHITE MINERALIZATION AT 20 FT <br /> 05 16 <br /> 22- <br /> -24- <br /> 4 <br /> 4 ML SANDY CLAYEY SILT (ML), 85% FINES, 15% F-M POORLY GRADED <br /> 26 03 6 SAND, MOIST, MED DENSE <br /> 9 <br /> 28- <br /> 30 3 ML CLAYEY SILT (ML), 100% FINES, MODERATE YELLOWISH BROWN 10YR5/4, <br /> 0 5 5 MOIST, NONE—LOW PLASTICITY, STIFF <br /> 7 <br /> 32 <br /> —34- <br /> 5 <br /> 36 9 ML MOIST, NONE—LOW PLASTICITY, VERY STIFF, THIN (1/4—INCH) LAYER <br /> 0 5 15 OF WHITE MINERALIZATION AT 35 FT <br /> 38 <br /> LOG OF BORING CB-4 <br /> SNRH <br /> PROJECT N 0 94-318 <br />