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I � <br /> r DATE DRILLED 07/16/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HORSEY _ CE N0. 471I0 <br /> �- <br /> GRILLING COMPANY SPECTRUM EXPLORATION DRILLER 308 DUVALL METHOD HOLLOW STEM AUGER <br /> 9 <br /> BORE HOLE DIAMETER s'I IN DEPTH DRILLED 22 FT DEPTH TO WATER INITIAL 6.E FT STATIC 5.3a cr <br /> CASING TYPE PYC '; DIAMETER 2` IN SCHEDULE 40 INTERVAL ' INCH TO 5 FT <br /> 0.010 INTERVAL TO FT <br /> SCREEN TYPE PYC '� DIAMETER 2. IN SLOT SIZE IN 5 � 22 <br /> FILTER PACK TYPE 42/12 SAND INTERVAL A FT TO 22 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE c 0.5 FT t <br /> INTERVAL TO <br /> COMMENTS: PAGE I OF? <br /> r WELL DEPTH J P.1.0:'I u LE I U.S.C. DESCRIPTION <br /> y ! DETAIL (F7.) (ppm) BLOWCOUNT I LOG <br /> ASPHALT <br /> FILL GRAVELLY SILTY SAND (SM-FILL); 407. F-C SAND; <br /> C2 > 407 FINES; 20: GRAVEL; NO ODOR_ CL SILTY CLAY (CL): 100 7FINES; DUSKY YELLOWISH BROWN: IOYR 2/2: <br /> MOIST; MEDIUM PLASTICITY; SOFT; ORGANICS-PLANT FIBERS; NO ODOR <br /> 4 �J <br /> r = 2 <br /> 6 A I 2 SANDY SILTY CLAY (CL); 857 FINES; 157. F-M SAND; DARK YELLOWISH <br /> R( BI-6.5 2 CL _ BROWN 10 YR 4/2; MOIST-V. MOIST; MEDIUM-HIGH PLASTICITY; SOFT- <br /> " = MEDIUM STIFF, ORGANICS; MACROPORES-1/2-Imm DIAMETER; NO ODOR <br /> NO 3 70% FINES; 30% F-M SAND: TRACE FINE SUBANGULAR GRAVEL; WET <br /> SAMPLES 3 <br /> { 12 2.5 ' RECOVERED—i -_-_ <br /> 14 { SAND (SW); 90% F-C WELL GRADED SAND; 10: FINES; DARK YELLOWISH <br /> 1 BROWN 10 YR 4/2; WET; LOOSE: NO DOOR <br /> .l 4 Sv+ <br /> 16 a <br /> 18 <br /> -It FINES: <br /> 20 5 MILTY OIST;CLAYLOW(MEDIUM OPLAST CITY:MEDIUMARK LOWISH <br /> BROWSTIFF: ORGANIICS O ACRO1YR PORES <br /> L = 4 CL 1/2-1mm DIAMETER; NO ODOR <br /> ZS '( Bt-21.5 4 i <br /> 2Z- <br /> 4 <br /> 26 'I <br /> 3 <br /> 28 <br /> 30 <br /> 32 <br /> Z STATIC WATER-LLVEL <br /> C 34 <br /> Z GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> 36 <br /> 38 <br /> ® LOG OF BORING MW- 1 <br /> PROJECT NO. 95-122 <br />