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4SO <br /> 1TE DRILLED /5/96LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 47410 <br /> ILLING COMPANY V4W DRILLING DRILLER ROBERT VICKERY METHOD HOLLOW STEM AUGER <br /> RE HOLE DIAMETER 8-- IN DEPTH DRILLED 16 5 FT DEPTH TO WATER INITIAL 6 FT STATIC FT <br /> SING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL ,. 0 3 INCH TO 4_ _FT <br /> REEK TYPE Pvc DIAMETER 2 IN SLOT SIZE 0 010 IN INTERVAL ��_4 FT TO 14 _FT_ <br /> TER PACK TYPE x/12 SAND__- INTERVAL . ._ 35 FT TO 15 FT <br /> SURFACE SEAL TYPE HEAT CEMENT OVER BENTONITE CHIPS (HYDRATED) INTERVAL 05 FT TO - --35 FT <br /> COMMENTS PAGE !OF-!— <br /> WELL <br /> F?WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FI m BLOWCOUNT LOG <br /> Asphalt <br /> FILL Gravelly Silty Clay FILL, 60% Fines, 40% Fine Subrounded Gravel, <br /> 2 Moist <br /> 4 CL Sandy Silty Clay (CL), 70% Fines, 30% Fine Sand, Lt Olive Brown <br /> MW-2-453 (5Y5/6), Moist-Very Moist, Med Plasticity, Medium Stiff, <br /> _ <br /> 00 • Wet at 4 FT <br /> 4 <br /> 6 <br /> 2 <br /> 8 00 2 <br /> 2 CL Wet at 8 5 FT <br /> 10 2 <br /> 10 3 <br /> 4 CL Silty Clay (CL), 100% Fines, Lt Olive Brown (5Y5/6), Moist, <br /> 12 Medium Plosticlty, Medium Stiff <br /> 14 <br /> is CL Moist and Very Stiff at 15 FT <br /> 16 01 12 <br /> 1b <br /> 18 <br /> 20 <br /> zz <br /> —24- <br /> -26— <br /> F-- <br /> 28 <br /> 3Q <br /> 32 <br /> 34 INITIAL DEPTH TO WATER IN BORING <br /> 36 <br /> 38 <br /> LOG OF BORING MW-2 <br /> OWN PROJECT NO. 95--113 <br /> NTAL TEargLOGES CCR10l4i1tlN <br />