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DATE DRILLED 1/5/96 _ LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 47410 <br /> DRILLING COMPANY Y+W DRILLING DRILLER ROBERT VICKERY METHOD HOLLOW STEM AUGER <br /> RE HOLE DIAMETER B IN DEPTH DRILLED 21 5 FT DEPTH TO WATER INITIAL 4 7 FT STATIC - FT <br /> SING TYPE - DIAMETER — IN SCHEDULE - INTERVAL - INCH TO - FT <br /> CREEN TYPE - DIAMETER = IN SLOT SIZE IN INTERVAL - FT TO - FT <br /> FILTER PACK TYPE - INTERVAL _ - FT TO - FT <br /> SURFACE SEAL TYPE BENTONITE CHIPS TO TOP OF WATER NEAT CEMENT TO SURFACE INTERVAL 0 FT TO 215 EI <br /> COMMENTS PER PHS/EHD INSTRUCTIONS <br /> PAGE ?OF—!-- <br /> WELL <br /> F—!--WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT m BLOWCOUNT LOG <br /> FILL Gravel FILL <br /> 2 <br /> 2 FILL Silty Clay FILL, 100% Fines, Dark Yellowish Brown (10YR4/2), <br /> 4 <br /> 2 Moist Medium Plasticity, Soft <br /> SB-1-45 2 <br /> 01 - <br /> 2 <br /> 6 00 2 FILL. Sandy Silty Clay FILL, Light Olive grown (5Y5/6), Very Moisf—Wet, <br /> a bled Plasticity, Mod Stiff <br /> 8 <br /> 10 4 CL Silty Clay (CL) 100% Fines, Light Olive Brown (5Y5/6), Moist, <br /> 00 e Med Plasticity, Very Stiff <br /> 9 <br /> 12 <br /> 14 <br /> cl CL Moist at 15 FT <br /> 16 00 1 <br /> 18 <br /> 20 11 <br /> 00 13 CL Moist at 20 FT <br /> 17 <br /> 22 <br /> —24- <br /> -26- <br /> -28— <br /> 28 t STATIC DEPTH TO WATER IN BORING <br /> 30 <br /> 32- <br /> -34 <br /> —36- <br /> 38— <br /> LOG <br /> 638LOG OF BORING 5B- 1 <br /> SMTN <br /> PROJECT <br /> O J E CT N 0. <br />