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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 BOB DUVALL METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 6 IN DEPTH DRILLED 51 5 FT DEPTH TO WATER INITIAL FT 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 EL TO FT <br /> Su <br /> RFACE SEAL TYPE NEAT CEMENT TOPPED WITH CONCRETE INTERVAL 0 F7 TO 50 FT <br /> COMMENTS <br /> WDEPTH <br /> PAGE 1 OF? <br /> ELL A <br /> DETAIL FID BLOWCOUNT LOG DESCRIPTION <br /> CONCRETE <br /> 2 CL SILTY CLAY (CL), 1007 FINES, OLIVE BLACK 5Y2/1, DRY-MOIST, <br /> MEDIUM PLASTICITY <br /> 4 <br /> 10 <br /> 6 21 ML CLAYEY SILT (ML), 100% FINES, MODERATE YELLOWISH BROWN 10YR5/4, <br /> MOIST, NONE-LOW PLASTICITY HARD <br /> 8 <br /> 10 T1 ML MOIST, NONE-LOW PLASTICITY, V STIFF SOME MACROPORES 1/2-1mm <br /> O 2 12 DIA AT 10 FT <br /> 14 <br /> 12 <br /> 14 <br /> 9 <br /> 16 0 10 SM SILTY SAND (SM), 85% FINE POORLY GRADED SAND, 15% FINES, <br /> MODERATE YELLOWISH BROWN t0YR5/4 DRY-MOIST, MED DENSE <br /> 18 <br /> 20 6 <br /> 01 CB-5-21 B ML CLAYEY SILT (ML), 100% FINES, MODERATE YELLOWISH BROWN 10YR5/4, <br /> MOIST, NONE-LOW PLASTICITY, V STIFF, MACROPORES 1-2mm DIA , <br /> 22 TRACE WHITE MINERALIZATION <br /> 24- <br /> 7 <br /> 26 0 18 ML MOIST NONE-LOW PLASTICITY, V STIFF, MACROPORES 1-3mm DIA , <br /> WHITE MINERALIZED PATCHES AT 25 FT <br /> 28- <br /> -30- <br /> - <br /> 9 <br /> 0 1 18 ML MOIST NONE-LOW PLASTICITY, HARD, MACROPORES APPROX 1 mm DIA <br /> 32 24 AT 30 FT <br /> 34 <br /> 9 <br /> 3601 jg ML MOIST, NONE-LOW PLASTICITY, HARD, FEW MACROPORES APPROX ° <br /> 1-2mm DIA , WHITE MINERALIZED VEINS AT 35 FT <br /> 38 <br /> s LOG OF BORING CB-5 <br /> � <br /> fNripONyiN1/L TECHNOLOGIES CORPOpA1lON PROJECT NO 94-318 <br />