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DATE DRILLED 08/14/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE N0. 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 27.8 FT STATIC FT CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 4 INCH TO 20 FT SCREEN TYPE PVC DIAMETER 4 IN SLOT SIZE 0.010 IN INTERVAL 20 FT TO 40 FT FILTER PACK TYPE /2/12 SAND INTERVAL TB FT TO 40 FT SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 1 FT TO 18 FT COMMENTS: PAGE OF? WELL DEPTH P.I.D. SAM D U.S.C. DESCRIPTION DETAIL FT. m BLOWCOUNT LOG 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 6 3.7 5 6 SM 8 10 6 SAND (SP); 95% FINE; POORLY GRADED SAND; 5% FINES; MEDIUM 3.1 5 BROWN; MOIST; NO ODOR 12 7 /sm SILTY SAND (SM); 60% FINE—MED. WELL GRADED SAND; 40% FINES; 1,1 MEDIUM BROWN; MOIST; MED. DENSE; NO ODOR 6 3.1 20 ML CLAYEY SILT ( 100% FINES; MED. BROWN; DRY—MOIST; VERY ' STIFF: NO PLASTICITY; NO ODOR ;qx ;qn ML/CL CLAYEY SILT/SILTY CLAY (ML/CL); 100% FINES; MED. BROWN; 18 MOIST; LOW PLASTICITY; NO ODOR 20 8 31 a SILTY SAND (SM); 60% FINE—MED, WELL GRADED SAND; 40% FINES; 10 MED. BROWN; MOIST; MED. DENSE; NO ODOR 22 SM 3.1 7 SAND (SW); 100% FINE—MED., WELL GRADED SAND; LIGHT BROWN; 17 SW DRY; MED. DENSE; NO ODOR = 26 7 2.6 9 15 SILTY SAND (SM); 60-70% FINE—MED. POORLY—WELL GRADED SAND; 28 SM = 30-40% FINES; LIGHT GRAYISH BROWN; VERY MOIST—WET; MED. DENSE; NO ODOR 30 5SAND (SW); 100% FINE—COARSE, WELL GRADED SAND; LIGHT BROWN; 2.6 15 SW WET; DENSE; NO ODOR 23 32 MEDIUM DENSE AT 35 FEET 34 36 8 — 12 16 SZ STATIC WATER—LEVEL 38 = GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING LOG OF BORING MW-4 onxaMmu 1rc�xowars cmro�nax PROJECT NO. 94-373