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DATE DRILLED 9/29/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 47410 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 6 IN DEPTH DRILLED 61 5 FT DEPTH TO WATER INITIAL FT STATIC FT CASING TYPE DIAMETER __..... N SCHEDULE INTERVAL INCH TO SCREEN TYPE DIAMETER - IN SLOT SIZE IN INTERVAL FT TO FT FILTER PACK TYPE INTERVAL FT TO _ FT SURFACE SEAL TYPE NEAT CEMENT TOPPED WITH CONCRETE p INTERVAL FT TO eo FT COMMENTS PAGE I OF=-2— WELL F2WELL DEPTH' FID SAMPLE USC DESCRIPTION DETAIL FT BLOWCOUNT LOG CONCRETE 2 CL SILTY CLAY (CL), 100% FINES, OLIVE BLACK 5Y2/2, DRY—MOIST, MEDIUM PLASTICITY 4 ———— 6 02 26 ML CLAYEY SILT (ML) 100% FINES, MODERATE YELLOWISH BROWN 10YR5/4 MOIST, NONE-LOW PLASTICITY, HARD, SOME BLACK NODULES APPROX 3mrn DIA 8 ' 10 12 01 21 ML MOIST NONE-LOW PLASTICITY, HARD AT 10 FT ' 21 12 14 7 T 6 0 2 10 CB-6-16 5 14 ML COLOR CHANGE TO MODERATE OLIVE BROWN 5Y4/4 MOIST, V STIFF SOME SEASHELLS APPROX 1/2-INCH DIA AT 15 FT 18 ' 20 4 03 7 ML GRAVELLY CLAYEY SILT (ML), APPROX 70% FINES, 30% COARSE SUBANGULAR-SUBROUNDED GRAVEL, CLAST TO 2 IN LENGTH, MODERATE 22 YELLOWISH BROWN 10YR5/4, MOIST, NONE-LOW PLASTICITY, STIFF, ' NO ODOR 24 5 ' 26 0 2 12 ML CLAYEY SILT (ML) 100% FINES MODERATE YELLOWISH BROWN IOYR5/4, MOIST NONE-LOW PLASTICITY, V STIFF, NO ODOR 28 ' 30 6 6 ML MOIST, NONE-LOW PLASTICITY V STIFF, SLIGHT GASOLINE ODOR AT 30 FT ' 02 CB-6--31 5 12 32 34 6 36 p 35 ML MOIST, NONE—LOW PLASTICITY, V STIFF, TRACE WHITE MINERALIZED VEINS, NO ODOR AT 35 FT 38 LOG OF BORING CB-6 SlWFN__ PROJECT NO. 94-318 ' ENYIROHNTCCH110U1GIE5 CORPORATION