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DATE DRILLED 1/5196 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 47410 <br /> DRILLING COMPANY V+W DRILLING DRILLER ROBERT VICKERY METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER s IN DEPTH DRILLED 165 FT DEPTH TO WATER INITIAL 4 7 FT STATIC - FT <br /> SING TYPE - DIAMETER - IN SCHEDULE - INTERVAL - INCH TO - FT <br /> REEN TYPE - DIAMETER -, IN SLOT SIZE IN INTERVAL - -- FL TO - FT <br /> FILTER PACK TYPE - INTERVAL - _ FT TO - FT <br /> SURFACE SEAL TYPE BENTONITE CHIPS TO TOP OF WATER NEAT CEMENT ABOVE INTERVAL 0 FT TO 165 FT <br /> COMMENTS TOPPED WITH CONCRETE, PER PHS/EHD INSTRUCTIONS PAGE 1 OF <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT m BLOWCOUNT LOG <br /> FILL Grovel FILL <br /> 2 <br /> FILL Silty Clay FILL, 100% Fines, Ok Yellowish Brown (10YR4/2), Moist, <br /> 4 Med Plasticity <br /> 2 <br /> 6 70 S8-2-6 0 5 FILL Sandy Silty Clay FILL, 70% Fines, 25% Fine Med Sand 5% Fine <br /> Subangular Gravel, Light Olive Gray 5Y5/2, Wet, Low Plasticity, <br /> Stiff, Petroleum Odor <br /> 8 <br /> 10 a <br /> 00 1a CL Sandy Silty Clay (CL), 70% Fines, 30% Fine Med Sand, Lt Olrve <br /> 12 Brown (5Y5/6), Very Moist, Low Plasticity, Very Stiff, No Odor <br /> 12- <br /> 14— <br /> CIL <br /> 214CL Silty Clay (CL), 100% Fines, Lt Olive Brown (5Y5/6), Moist, <br /> 0 0 y Medium Plasticity, Very Stiff, No Odor <br /> 16 SB-2-16 511 <br /> 18 <br /> —20- <br /> 22 <br /> STATIC DEPTH TO WATER IN BORING <br /> 24- <br /> -26- <br /> - <br /> i <br /> 28- <br /> -30- <br /> -32- <br /> -34 <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> LOG OF BORING SB-2 <br /> S � PROJECT NO. 95-113 <br /> EI{ypp1�[N1Ai.1[aMOLOGIIS felirORAi1011 <br />