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DATE DRILLED 9128/n _ LOGGED BY WILLIAM MADISON <br /> DRILLING COMPANY SPECTRUM EXPLORATION REVIEWED BY JEANNE HOMSEY CE NO 47410 <br /> BORE HOLE DIAMETER fi IN DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER <br /> DEP1H DRILLED 70 5 FT DEPTH TO WATER INITIAL <br /> CASING TYPE DIAMETER 63 5 FT STATIC fib 5_ FL <br /> SCREEN TYPE J14 SCHEDULE SCHEDULE INTERVAL TO <br /> FILTER PACK TYPE FT <br /> ' DIAMETER IN SLOT SIZE __� INTERVAL <br /> TO _ FT <br /> SURFACE SEAL TYPE INTERVAL TO FT <br /> COMMENTS NEAT CEMENT TOPPED WITH CONCRETE INTERVAL 0 FT TO —q?----ET- <br /> WILL <br /> 9FTWELL DEPTH SAMPLE ID u S C PAGE I OF? <br /> ' DETAIL FT F f D BLOWCOUNT LOG DESCRIPTION <br /> CONCRETE <br /> SAND FILL <br /> CL ILTY CLAY (CL), 100% FINES, OLIVE BLACK SY2/1, DRY-MOIST, <br /> MED PLASTICITY <br /> 4 ---- <br /> ' g ML LAYEY SILT (ML), 100% FINES, MODERATE YELLOWISH BROWN 1OYR5/4, <br /> 6 0 23 RY-MOIST, NONE-LOW PLASTICITY, HARD <br /> 30 <br /> 1 8 <br /> 10 a ML OLOR CHANGE TO LIGHT OLIVE BROWN 5Y5/6, MOIST, HARD AT 10 FT <br /> 17 <br /> 0 20 <br /> 12 <br /> 14 <br /> 285 7 <br /> 16 PEAK + CS-2 25 ML LIGHT INCREASE IN CLAY CONTENT, COLOR CHANGE TO MODERATE <br /> SUSTAINED -165 LIVE BROWN 5Y4/4, SEASHELLS APPROX 1/2 DIA AT 15 FEET, <br /> MOIST, HARD AT 15 FT <br /> 18 <br /> LAY <br /> Y SANDY <br /> LT <br /> ML), APPROX 70% <br /> DARK YELLOWISH I BROWN) IOYR4/2, MOIST,I NO PLASTICITY,NES, 30% FINE SAND,' 2O 8 TIFF, STRONG GASOLINE ODOR <br /> CB-2 <br /> 35 -21 5 14 ML16 <br /> 22 <br /> ' 24 <br /> LAYEY SILT (ML), 100% FINES, MODERATE OLIVE BROWN 5Y4/4, MOIST, <br /> ' 6 ML NONE-LOW PLASTICITY, VERY STIFF, NO ODOR <br /> 26 10 <br /> 0 12 <br /> 28 <br /> ' 30 <br /> 6 OLOR CHANGE TO MODERATE YELLOWISH BROWN 10YR5/4, MOIST, <br /> 05 12 STIFF NO ODOR AT 30 FEET <br /> ' 12 ML <br /> 32 <br /> 34 <br /> 9 <br /> 3618 18 <br /> 26 DIST, HARD NO ODOR, WHITE MINERALIZED VEINS AT 35 FEET <br /> 38 <br /> Isl EOG OF BORING CB-2 <br />' DmRomYENTAL TCLHNO�pgES C.pokAT" PROJECT NO 94-318 <br />