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I ' <br /> i <br /> 70RILUNC <br /> 07��g�95 � LOGGED 8Y wrwAw MADISON '' REVIEWED BY JEANNE NOMSEY <br /> SPECTRUM, EXPLOP.ATION CE N0, �7_ i <br /> PANY ,DRILLER 30B DUVsL_ METHOD HOLLOW STEu AUGER <br /> AMETER 8 I IN DEPTH DRILLED Z5 F7 DEPTH TO WATER INITIAL a FT STATIC 7.aE <br /> CASING TYPE PyC 3 DIAMETER Z I4 SCHEDULE 40 a <br /> . ILI <br /> r 9 INTERVAL INCH TO <br /> S � <br /> SCREEN TYPE pvC DIAMETER 2 1N SLOT SIZE 0010 IN INTERVAL 5 f- c <br /> FILTER PACK TYPE i2/t2 SA'NTO 2S <br /> 0 INTERVAL 4 El TO <br /> 2 FT <br /> SURFACE SEAL TYPE HEAT CEMENT OVER 8ENTONrT_ INTERVAL 0.5 FT TO FT <br /> LCOMMENTS: PAGE!OF I <br /> WELL OE P.i.D. SAM LL I <br /> DETAILI KO COUNT LOG. I DESCRIPTION <br /> E . ASPHALT <br /> 1 <br />( - - 2 I ��11 i SANDY SILTY CLAY (CL); 85-907 FINES: 10-15 FINE SAND; OLIVE <br /> GRAY 5Y 4/1 MOILED BLUE GREEN; DRY; MED. PLASTICITY; STIFF; <br /> NO ORGANICS: MACROPORES -APPROX. 2mm DIAMETER; STRONG <br /> - —1{ <br /> GASOLINE ODOR AT 5-6.5 i i. <br /> 4 <br /> i 7" <br /> 9 GL i <br /> I-. <br /> SANINCREASES 0 70 15:; DARK OLIVE BROWN, DRY TO MOIST: <br /> g ( MACROPORES APPROX. 2 mm DIAMETER: ORGANICS; STRONG GASOLINE. <br /> C = A DOOR AT 8-9 FT. <br /> 307 63' 9.0 S j <br /> 3 9 <br /> ., 10 5.3 <br />_ 3.17 I('1 y— SANDY CLAY (CL); 60: FINES; 40: F—M SAND; DARK OLIVE BROWN— <br /> 9G n� GRAY AT 10-10.5 FT.; WET; LOW PLASTICITY; STIFF; NO ORGANICS; <br /> 12 CL SLIGHT GASOLINE ODOR <br /> SAND (SW): 957: F—C SAND: 5% FINE ROUNDED GRAVEL: DARK OLIVE <br /> BROWN; WET; MEDIUM DENSE; NO ODOR <br /> 18 <br /> Sw o <br /> No ! 10 NO GRAVEL AT 20-21.5 FT. <br /> ' <br /> SAMPLE 15 <br /> �R V <br /> 22 <br /> 0. <br /> s <br /> Ec. ERE:) <br /> {{ - 24 — i <br /> IZ SANDY SILTY CLAY (CL): 80-857. FINES; 15-207. F—M SANG: DARK <br /> 25 s ? CL OLIVE BROWN; M0157 TO WET: LOW PLASTICITY; S71FT: NO ORGANICS; <br /> 6 <br /> 20 <br /> N <br /> - E5 OF <br /> 83 6 COARS' AN <br /> 0.0 � 2 .5 c S 0. NO ODOR <br /> r 28 <br /> y <br /> i rI= <br /> I 30 <br /> j <br /> 32 � <br /> STATIC WATER—LEVEL <br /> 34 —, a <br /> GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> i3 <br /> i <br /> 4 <br /> LOG OF BORING MW=3 <br /> SUTH; <br /> RROJ CT q _ - 72 <br /> i <br />