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1 DATE DRILLED 9/27/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 47410 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER 6 1N. 75 FT DEPTH TO WATER INITIAL 665 FT STATIC FT BORE HOLE DIAMETER DEPTH DRILLED CASING TYPE DIAMETER IN SCHEDULE INTERVAL I RQEL TO _ FT SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO El ' FILTER PACK TYPE INTERVAL TO FI SURFACE SEAL TYPE INTERVAL 0 FT TO 75 FT COMMENTS NEAT CEMENT TOPPED WITH CONCRETE PAGE OF S WELL DEPTH' SAMPLEID U S C DESCRIPTION DETAIL FT FID BLOWCOUNT LOG ASPHALT SILTY CLAY (CL), 1007. FINES, OLIVEBLACK 5Y2/1, DRY—MOIST, MED 2 CL PLASTICITY ' 4 ' 8 6 0 4 18 ML CLAYEY SILT (ML), 100% FINES, LT OLIVE BROWN 5Y5/6, DRY—MOIST, NONE—LOW PLASTICITY, VERY STIFF—HARD ' 8 10 23 25 MOIST, NONE—LOW PLASTICITY, HARD AT 10 FT ' 03 29 12 ' 14 SILTY SAND (SM), 70% FINE—MED POORLY GRADED SAND, 30% FINES, LIGHT OLIVE BROWN (5Y5/6), DENSE C8-1 6 _16— 0 3 160 12 SM 21 18 ' 20 6 CLAYEY SILT (ML), 100% FINES, MODERATE YELLOWISH BROWN 1OYR5/4, 0 8 MOIST, NONE—LOW PLASTICITY, STIFF, SOME SILTY CLAY STRINGERS 22 ML ' 24 8 ' 26 1p COLOR CHANGE TO MODERATE BROWN 5YR4/4, MOIST, NONE—LOW 0 12 PLASTICITY VERY STIFF AT 26 FT —28- __30-- 8 ' 30 10 0 12 ' 32 12 SAND (SP), 100% FINE—MEDIUM POORLY GRADED SAND, MODERATE BROWN 5YR3/4, MOIST—VERY MOIST, MEDIUM DENSE SP ' 34 8 MOIST—VERY MOIST, MEDIUM DENSE AT 35 FEET 36 3615 12 15 CLAYEY SILT (ML), 100% FINES, MODERATE YELLOWISH BROWN, 38 10YR5/4, MOIST, NONE—LOW PLASTICITY, STIFF—VERY STIFF ML • LOG OF BORING CB- 1 SWFHI PROJECT NO 94-318 ' [�mBOnu[nTu r[nu+o�ac¢s coRroe�rw