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..r DATE DRILLED 07/18/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANHE HOMSEY CE N0. 47410 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER 908 DUVALL METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED 25 FT DEPTH TO WATER : INITIAL a FT STATIC 7.48 FT CASING TYPE PVC DIAMETER 2 iy SCHEDULE 40 INTERVAL 4 INCH TO 5 FT SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0"010 IN INTERVAL 5 FT TO 25 FT FILTER PACK TYPE 92/12 SAND INTERVAL 4 FT TO 25 FT SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0.5 FT TO 4 FT COMMENTS: PAGE I OF-!- WELL f-!-WELL DEPTH P.I.D. SAMPLL ID I U.S.C. DETAIL FT. m BLOWCOLINT, LOG DESCRIPTION yI ASPHALT = = 2 I IL SANDY SILTY CLAY (CL); 85-907: FINES; 10-157. FINE SAND; OLIVE i GRAY 5Y 4/1 MOTTLED BLUE GREEN; DRY; MED. PLASTICITY; STIFF; NO ORGANICS; MACROPORES APPROX. 2mm DIAMETER; STRONG GASOLINE ODOR AT 5-6.5 FT. 4 II 4 6 42.6 5 — 9 —i CL � SAND INCREASES TO 15%; DARK OLIVE BROWN; DRY TO MOIST; 8MACROPORES APPROX. 2 mm DIAMETER; ORGANICS; STRONG GASOLINE ODOR AT 8-9 FT. 83-9.0 5 307 g .r 10 5.3 --_— = 3.1 7 �y SANDY CLAY (CL); 60% FINES; 407. F—M SAND; DARK OLIVE BROWN— = g U GRAY AT 10-10.5 FT.; WET; LOW PLASTICITY; STIFF; NO ORGANICS; 12 _ CL SLIGHT GASOLINE ODOR 14 — i 16 0.0 i SAND (SW); 95% F—C SAND: 5% FINE ROUNDED GRAVEL; DARK OLIVE BROWN; WET: MEDIUM DENSE; NO ODOR 18 —j SW 20 3 NO SAMPLE t5 or NO GRAVEL AT 20-21.5 FT. = 22 0.5 RECOVERED 24 -� 2 SANDY SILTY CLAY (CL): 80-85% FINES; 15-20% F-M SAND: DARK 26 4 , CL OLIVE BROWN; MOIST TO WET; LOW PLASTICITY; STIFF; NO ORGANICS; 0.0 83-26.5 6 ZONES OF COARSE SAND; NO ODOR 28 30- -32— STATIC 0 32STATIC WATER—LEVEL 34 1 GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING .r 7 I = 36 -I t- 4 38 J RF2 o LOG OF BORING MW-3 SWFH PROJECT NO. 95'- 1--2-2 ENYIRONYEMi1�fEChNOl0UC3 COP.?aRi:N3M