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DATE DRILLED 07/18/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO. 47410 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER BOB DUVALL METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED 22 FT DEPTH TO WATER : INITIAL 6.8 FT STATIC 6.34 FT CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 4 INCH TO 5 FT SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 5 FT TO 22 FT r FILTER PACK TYPE _$2/12 SAND INTERVAL 4 FT Tp 22 FT SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0.5 FT TO 4 FT COMMENTS; PAGE 1 OF—!— WELL F?WELL DEPTH P.I.D. SAMPLE 10 U.S.C. DESCRIPTION DETAIL FT. m BLOWCOUNT LOG FILL ASPHALT GRAVELLY SILTY SAND (SM—FILL); 40% F—C SAND; 2 40% FINES; 20% GRAVEL; NO ODOR r CL SILTY CLAY (CL); 100%FINES; DUSKY YELLOWISH BROWN. IOYR 2/2; MOIST; MEDIUM PLASTICITY; SOFT; ORGANICS—PLANT FIBERS; NO ODOR 4 2 41 et-6.5 2 _ SANDY SILTY CLAY (CL); 85% FINES; 15% F—M SAND; DARK YELLOWISH CL BROWN 10 YR 4/2; MOIST—V. MOIST; MEDIUM—HIGH PLASTICITY; SOFT— _ = MEDIUM STIFF; ORGANICS; MACROPORES-1/2-1mm DIAMETER; NO ODOR = 8 r - 10 2 = NO 3 70% FINES; 30% F—M SAND; TRACE FINE SUBANGULAR GRAVEL; WET SAMPLES 3 1 1.5 FT. r 12 2.5 RECOVERED 14 SAND (SW); 90% F—C WELL GRADED SAND; 10% FINES; DARK YELLOWISH BROWN 10 YR 4/2; WET; LOOSE; NO ODOR v 4 SW 16 4 _ a 2.3 -- �� — 18 20 SILTY CLAY (CL); 100% FINES; DARK YELLOWISH BROWN 10 YR 4/2; 5 MOIST; LOW—MEDIUM PLASTICITY; MEDIUM STIFF; ORGANICS; MACROPORES .r 4 CL 1/2-1mm DIAMETER; NO ODOR _ 2.3 B1-21.5 4 22 24- -26- -28- -30- -32— r 28 30 32 SZ STATIC WATER—LEVEL 4 34 1 GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING r —36- -38 IRF2 LOG OF BORING MW-1 slaHl PROJECT NO. 95-122 omaowcwru acxxnoacs caroaum