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DATE DRILLED 07/18/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO. 47410 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER BOB DUVALL METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 25 FT DEPTH TO WATER : INITIAL 8.8 FT STATIC 7.80 FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL 4 INCH TO 5 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 5 FT TO 25 FT <br /> FILTER PACK TYPE #2/12 SAND <br /> ...+ INTERVAL 4 FTTO 25 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0.5 FT TO 4 FT <br /> COMMENTS: PAGE I OF—!— <br /> WELL <br /> F?WELL DEPTH P.I.D. SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT, m BLOWCOUNT LOG <br /> J <br /> CONCRETE <br /> 2 SANDY SILTY CLAY (CL); 85-90% FINES; 10-15% F—M SAND; OLIVE <br /> GRAY 5Y 4/1 MOTTLED BLUE GREEN; MOIST; LOW—MED. PLASTICITY; <br /> STIFF; NO ORGANICS; STRONG GASOLINE ODOR AT 5'-6.5' <br /> 4 <br /> 3 <br /> 6 318 82-6.0 8 <br /> CL <br /> ORGANICS; STRONG GASOLINE ODOR AT 7.5'-9' <br /> = 8 2 <br /> _— 3 <br /> 197 4 = <br /> 10 2 <br /> 2 SAND INCREASES TO 15-20%; WET; STRONG GASOLINE ODOR AT 10' <br /> 54 2 <br /> = 12 <br /> Sw SAND (SW); 95% F—M WELL GRADED SAND; 5% FINES; DARK OLIVE <br /> = 14 BROWN; WET; MED. DENSE; NO ORGANICS; NO ODOR <br /> 4 <br /> 16 2.6 7 <br /> 7 <br /> 20 SW/SP SAND (SW/SP); 80-85% COARSE SAND; 15-20% FINE SUBANGULAR <br /> 4 <br /> GRAVEL; NO FINES; DARK GREENISH GRAY: WET; NO ORGANICS; <br /> 7 <br /> 7 NO ODOR <br /> 22 <br /> SANDY SILTY CLAY (CL); 85% FINES; 157. FINE SAND; DARK OLIVE <br /> 24 4 CL BROWN; MOIST; MED. PLASTICITY; STIFF; NO ORGANICS; NO ODOR <br /> 7 <br /> — 8 <br /> 26 i.1 82-25.5 <br /> .r <br /> 28 <br /> r 30 <br /> 32 <br /> _ <br /> STATIC WATER—LEVEL <br /> 34 1 GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> 36 <br /> 38 <br /> RF2 <br /> LOG OF BORING MW-2 <br /> PROJECT NO. 95-122 <br /> anwowaru ttn+waoucs caRvoa�noe <br /> J <br />