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I r DATE DRILLED 07/18/95 LOGGED BY; WILLIAM MADISON REVIEWED BY JEANNE HOUSEY CE NO. 47110 DRILLING COMPANY SPECTRUM EXPLORATION DRILLER -808 DUVALL METHOD HOLLOW STEM AUGER r BORE HOLE DIAMETER al IN DEPTH DRILLED 25 FT DEPTH TO WATER INITIAL 8.8 FT STATIC 7•ao cT 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 25 FT FILTER PACK TYPE #7/12 SANO INTERVAL 4 FT TO 25 FT SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0.5 FT TO 4 FT COMMENTS: I PAGE I OF l WELL DEPTH P.I.D. Ara I S.UC. DETAIL FT. pm BLOWCOUNT I LOG DESCRIPTION CONCRETE r 2 SANDY SILTY CLAY (CL); 85-90- FINES; 10-157 F—M SAND; OLIVE GRAY 5Y 4/1 MOTTLED BLUE GREEN; MOIST; LOW—MEO. PLASTICITY: STIFF; NO ORGANICS; STRONG GASOLINE ODOR AT 5'-6.5' 4 S 6 318 I 82-6.0 8 CL ORGANICS; STRONG GASOLINE ODOR AT 7.5'-9' — 8 197 � 4 — r —10- 2 2 SAND INCREASES TO 15-20%. WET: STRONG GASOLINE ODOR AT 10' 54 a 2 _12— r7 12r SW SAND (SW); 957. F—M WELL GRADED SAND; 57. FINES; DARK OLIVE 14 i BROWN; WET; MED. DENSE; NO ORGANICS; NO ODOR II 16 7 w. 2b i 7� 18 Lir — 1 20 4 SW/SP SAND (SW/SP); 80-85%. COARSE SAND; 15-207 FINE SUBANGULAR I 7, GRAVEL. NO FINES; DARK GREENISH GRAY; WET; NO ORGANICS; = S NO ODOR _22— SANDY 2SANDY SILTY CLAY (CL); 857 FINES; 15% FINE SAND; DARK OLIVE 24 I CL BROWN; MOIST; MED. PLASTICITY; STIFF; NO ORGANICS; NO ODOR — 4 _ I 7 . 8 26 t.t 62-25.5 'I 28 3� j. 32 �i STATIC WATER—LEVEL _34— GROUNDWATER 4GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING 36 �r 38 ii LOG OF BORING MW-2 + smmryl ,,H PROJECT NO. 95-122 ' arw-aru ifo.caorxs Casa��nw C I i+