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DATE DRILLED 1/5/96 LOGGED BY Wli_LIAL 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 8 IN DEPTH. DRiLLEO 155 FZ DEPTH TO WATER INITIAL 5 FT STATIC — FT <br /> SING TYPE PVC DIAMETER 2 1N SCHEDULE 40 INTERVAL 0 3--INCE[ TO 4 FT <br /> BEEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0010 IN INTERVAL 4 FT TO 14 FT <br /> FILTER PACK TYPE #2/12 SAND _ INTERVAL 35 FT TO 14 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE CHIPS HYDRATED INTERVAL 05 FT TO 35_ FT <br /> COMMENTS <br /> PAGE!OF? <br /> WELL DEPTH FID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT m BLOWCOUNT LOG <br /> ML Slit (ML), 1007. Fines, Mod Yellowish Brown (10YR4/2), Moist <br /> 2 Low Plasticity <br /> 4 00 <br /> MW-3-4 0SC Clayey Sand (SC) 70% Fine Sand, 307. Fines, Moist-V Moist <br /> z <br /> _ ---- <br /> = <br /> 6 08 3 SP Sand (SP), 100% Fine-Medium Sand, Wet, Loose <br /> 3 <br /> 8 3 <br /> CL Sandy Clay (CL), 80% Fines, 20% Fine Sand, Light Olive Brown <br /> 4 (5Y5/6), Moist, Mad Plasticity, Stiff <br /> 03 1 W-3-9 5 12 <br /> 10 <br /> I <br /> I <br /> I <br /> 12 <br /> I <br /> — CL Silty Clay (CL), 100% Fines, Light Olive Brown (SY5/6), Moist, <br /> 14 Med Plasticity, Very Stiff <br /> 6 <br /> 03 a <br /> s <br /> 1b <br /> 18 <br /> 20 <br /> 22 <br /> 24- <br /> -26- <br /> -30- <br /> 32 28 <br /> 30 <br /> 32 <br /> 34 <br /> INITIAL DEPTH TO WATER IN BORING <br /> 36 <br /> 38 <br /> LOG OF BORING MW-3 <br /> SMITH PROJECT NO <br /> Eiiymaiii[ntu i�aaoi.aw<s wsorar�ai 95- 113 <br />