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-------------- <br /> i. <br /> DATE DRILLED 07/13/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO. 47410 <br /> DRILLING COMPANY SPECTRUM EXPLORAT10N DRILLER BOB DUVALL METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER _a IN DEPTH DRILLED 25 FT DEPTH TO WATER : INITIAL 8•e FT STATIC 7.e0 FT <br /> CASING TYPE PVC DIAMETER 2 1N- SCHEDULE 40 INTERVAL 4 H TO 5 FT <br /> if SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL s FT TO 25 FT <br /> FILTER PACK TYPE 12/12 SAND _ INTERVAL 4 FT TO25 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0.5 FT TO 4 FT <br /> COMMENTS. PAGE 5 OF__L_ <br /> WELL DEPTH P.J.D. SA14PLE ID UtC• <br /> DETAIL FT. m BLOWCOUNT I LOG DESCRIPTION <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 /> r="1 <br /> _ { 318 92-6.0 8 <br /> — CL <br /> ORGANICS: STRONG GASOLINE ODOR AT 7.5'-9' <br /> = s 7 <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 /> 1fi 2.6 7 <br /> 7 <br /> - — 18 <br /> k 20 SW/5P SAND (5W/SP); 80-85% COARSE SAND; 15-20% FINE SUBANGULAR <br /> F--; 4 GRAVEL; NO FINES; DARK GREENISH GRAY: WET; NO ORGANICS; <br /> 7 NO ODOR <br /> 9 <br /> 22 <br /> SANDY SILTY CLAY (CL); 85% FINES; 15% FINE SAND; DARK OLIVE <br /> <-� — 24 CL BROWN; MOIST; MED. PLASTICITY; STIFF; NO ORGANICS; NO ODOR <br /> 4 <br /> 7 <br /> _ 8 <br /> —26- <br /> -28— <br /> _30- <br /> -32 <br /> 6 283D32 <br /> i <br /> STATIC WATER–LEVEL <br /> 34 <br /> T"'GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> 36 <br /> 38 <br /> - } RF2 <br /> LOG OF BORING MW-2 <br /> S � PROJECT NO. 95-122 <br />