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DATE DRILLED 8/2/95 LOGGED BY WILLIAM MADISON REVIEWED BY JLANNE HOMSEY CE NO. 47410 <br /> DRILLING COMPANY ALL TERRAIN DRILLER BOB ENEIX METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 20 FT DEPTH TO WATER : INITIAL 9 FT STATIC 9.08 FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL INCEL TO 9 EI <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL 9 EI TO 19 FT <br /> FILTER PACK TYPE #2/16 SAND INTERVAL 8 FT TO 19 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 8 FT <br /> COMMENTS: PAGE 1 OF 1 <br /> WELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT.) (pprn) BLOWCOUNT LOG <br /> ML Sandy Silt (ML); 60% fines; 40% F—M sand; Mod. brown Syr 4/4; <br /> dry; no plasticity; organics; no odor <br /> 2 15.5 ML Clayey Silt (ML); 95% fines; 5% F—M sand; Lt. brown Syr 5/6; <br /> moist; roots; macropores 1-2mm dia.; rust mottling of 3-3.51; <br /> F—M sand lens at 3.5'-4.0' <br /> 4 — <br /> 19.9 <br /> Clayey Silt/Silty Clay (ML/CL); 100% fines; Dk. yellowish brown <br /> 6 ML/CL 10yr 4/2; moist — Y. moist; low—med. plasticity; rust mottling; <br /> macropores 1-2 mm dia.; organics; no odor <br /> 13.1 MW3-7.0 <br /> i <br /> 8 ' <br /> MW3-9.5 �7 <br /> 19.6 zLv I <br /> 10- <br /> 12 <br /> 0 12 <br /> 15.0 MW3-12.5 <br /> Sand (SP); F—M poorly graded sand; some coarse sand; Med. { <br /> dark gray N4; wet; trace fines; no odor <br /> 14 SP <br /> 13.4 MW3-15.0 i <br /> 16 <br /> tg 13.0 <br /> 20 12.6 <br /> 22 <br /> 24- <br /> 26 <br /> 28 <br /> 30 J <br /> 1 <br /> 32 j <br /> SZ GROUNDWATER AT TIME OF DRILLING <br /> 34 <br /> 1 STATIC GROUNDWATER <br /> 36 <br /> i <br /> 38 <br /> • LOG OF BORING MW-3 <br /> SIVFTHI PROJECT NO. 95- 174 <br /> c�naoNwcwru rzax+anc[s covorAna <br />