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DATE DRILLED 07/18/95 LOGGED BY wILLIAM UADISON REVIEWED BY JEANNE HOMSET CE NO. 47410 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER 308 DUVAL_ METHOD HOLLOW STEM AUGER SORE HOLE DIAMETER 8 IN DEPTH DRILLED 25 FT DEPTH TO WATER INITIAL s FT STATIC 7.48 FT CASING TYPEPVC DIAMETER _ 2 IN SCHEDULE a0 INTERVAL 4 INCH TO 5 FT PVc 2 o.o1a s TO 2s FT SCREEN TYPE DIAMETER IN SLOT SIZE �1N INTERVAL FILTER PACK TYPE 92/12 SAND_ -_ INTERVAL 4 FT TO25 FT r." NEAT CEMENT OVER B£NTONIT_ 0.5_ - 4 FT SURFACE SEAL TYPE INTERVAL - TO '> COMMENTS: PAGE i OF! WELL DEPTH P.I.D. SAMPLE W I U.S.C. DESCRIPTION _., DETAIL FT. m BLOWCOUNT. LOG IImmmmm'i L_ ASPHALT 2 SANDY SILTY CLAY (CL): 85-90% FINES: 10-15% FINE SAND; OLIVE GRAY SY 4/1 MOTTLED BLUE GREEN; DRY; MED. PLASTICITY; STIFF: r _ NO ORGANICS; MACROPORES APPROX. 2mm DIAMETER; STRONG { I GASOLINE ODOR AT 5-6.5 FT. 4 - I j 6 42.5 I j 9 CL � SAND INCREASES TO 15%; DARK OLIVE BROWN; DRY TO MOIST: MACROPORES APPROX. 2 mm DIAMETER; ORGANICS; STRONG GASOLINE ODOR AT 8-9 FT. a _ 307 9 - - 3.1 7 SANDY CLAY (CL): 607 FINES; 40% F—M SAND; DARK OLIVE BROWN- - 9 d CL GRAY AT 10-10.5 FT.; WET; LOW PLASTICITY: STIFF; NO ORGANICS; L; 12 SLIGHT GASOLINE ODOR I —I _14- -1 4 16 0.0 = i SAND (SW); 95t F—C SAND: 5 FINE ROUNDED GRAVEL: DARK OLIVE c - J BROWN; WET: MEDIUM DENSE: NO ODOR sw ,1 20 . NO t0 NO GRAVEL AT 20-21.5 FT. SAMPLE 15 — 22 05 RECOVERED 24- 2 L' SANDY SILTY CLAY (CL): 80-857 FINES: 15-209. F-14 SAND: DARK t" A . I CL OLIVE BROWN; MOIST TO WET: LOW PLASTICITY; STIFF: NO ORGANICS; 26 j 0.0 83-26.5 6 ZONES OF COARSE SAND; NO ODOR r- -28- -32— STATIC 28 32STATIC WATER—LEVEL 34 Z GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING 36 Jf J J RF2 LOG OF BORING MW--3 4 ' !! H PROJECT NO. 95- 122 � um�ow0rtu r[cnkunun cor•oluaar