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DATE DRILLED 08/14/95 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 10 IN DEPTH DRILLED 44 FT DEPTH TO WATER INITIAL 2780 FT STATIC 2678 FT CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 4 INCH TO20_ FT SCREEN TYPE PVC DIAMETER 4 IN SLOT SITE 0 010 IN INTERVAL 20 FT TO an FT ' FILTER PACK TYPE X12/12 SAND INTERVAL 18 FT TO 40 ET SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 1 FT TO 18 FT COMMENTS PAGE I OF-!--- WELL F?WELL DEPTH P 1 D SAMPLE ID USC' DESCRIPTION DETAIL FT m BLOWCOUNT LOG 77 7-1 ASPHALT 2 ' 4 SILTY SAND (SM), 60% FINE-MED WELL GRADED SAND, 40% FINES, DARK GRAYISH BROWN, DRY-MOIST, MED DENSE, ORGANICS AT ' 4 10 FEET, NO ODOR fi 37 5 b SM I 8 ' ' 10 6 6 SAND (SP) 95% FINE POORLY GRADED SAND, 5% FINES, MEDIUM ' 31 12 7 BROWN, MOIST, NO ODOR SILTY SAND (SM), 60% FINE-MED WELL GRADED SAND, 40% FINES, 14 MEDIUM BROWN, MOIST, MED DENSE, NO ODOR SP ' SM 6 1 6 31 20 ML CLAYEY SILT (ML), 100% FINES, MED BROWN, DRY-MOIST, VERY STIFF, NO PLASTICITY, NO ODOR ML/CL CLAYEY SILT/SILTY CLAY (ML/CL), 100% FINES, MED BROWN, 18 MOIST, LOW PLASTICITY, NO ODOR ' = 20 8 31 8 SILTY SAND (SM), 60% FINE-MED, WELL GRADED SAND, 40% FINES 10 MED BROWN, MOIST, MED DENSE NO ODOR _22— SM —_ 24 5 3 1 7 SW SAND (SW) 100% FINE-MED WELL GRADED SAND LIGHT BROWN, 17 DRY MED DENSE NO ODOR ' = 26 7 = 26 9 15 SILTY SAND (SM) 60-70% FINE-MED POORLY-WELL GRADED SAND, 28 SM = 30-407 FINES, LIGHT GRAYISH BROWN VERY MOIST-WET MED DENSE, NO ODOR ' 30 5 SAND (SW) 100% FINE-COARSE, WELL GRADED SAND LIGHT BROWN 26 15 5w WET DENSE, NO ODOR 23 ' = 32 MEDIUM DENSE AT 35 FEET 34 ' 8 —_ 36 12 = 1b 38 LOG OF BORING MW-4 S IH PROJECT NO 94-373 ' EN4RONMENTAL TECHNOLOGIES CORPORATION