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DATE DRILLED 1/5/96 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO 4T7410 <br /> DRILLING COMPANY V+W DRILWNG DRILLER ROBERT VICKERY METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 iN DEPTH DRILLED 17 5 FT DEPTH TO WATER INITIAL 5 3 FT STATIC 47 _FT_ <br /> 4SING TYPE Pvc DIAMETER . 2 IN SCHEDULE 40 INTERVAL 05 INCI:L TO 4 FT <br /> REEN TYPE PVC DIAMETER 2 IN SLOT SIZE D OTO IN INTERVAL 4 FT TO 15 FT <br /> ILTER PACK TYPE 92/12 SAND INTERVAL 35 EI TO 15 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE CHIPS (HYDRATED) INTERVAL 05 FT TO 35 FT <br /> COMMENTS PAGE?OF? <br /> WELL DEPTH FID SAMPLE-107 U S C DESCRIPTION <br /> DETAIL FT m BLOWCOUNT LOG <br /> FILLGravelly Silty Clay Fill, 60% Fines 40% Fine Subrounded Gravel, <br /> 2 Moist <br /> Silty Clay (CL), 1007. Fines, Light Olive Brown (5Y5/6) Moist, <br /> 4 <br /> GL Medium plasticity <br /> 2 ---- �L� <br /> 6 50 3 CL Sandy Silty Cloy (CL), 70% Finea, 30% Fine Sand, Lt Olive Brown <br /> Mw-1-65e (5Y5/6), Wet, Low Plasticity, Stiff <br /> 8 03 4 <br /> 3 Very Moist to Wet at 8 5 FT <br /> 10 <br /> — 1 t3 9 CL Silty Clay (CL), 100% Fines, Lt Olive Brown (5Y5/6), Moist, <br /> Medium Plasticity Very Stiff <br /> _ 9 <br /> _12— <br /> _14- <br /> 15 is <br /> 16 <br /> 05 19 CL Moist and Hard at 16 FT <br /> s Moist with Pockets of Wet Fine Sand at 17 FT <br /> 00 a <br /> 18 <br /> 20 <br /> 22426 22- <br /> 24- <br /> 26 <br /> 28 <br /> 30 <br /> —32- <br /> -34 INITIAL DEPTH TO WATER IN AUGERS <br /> t STATIC DEPTH TO WATER IN BORING-AUGERS REMOVED <br /> 36 <br /> 38 <br /> LOG OF BORING MW- 1 <br /> SWFHPROJECT NO. 95--113 <br /> uireiaWWAL TEanaLMS Caw lion <br />