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DATE DRILLED 8/2/95 ;GED BY WILLIAM MADISON REVIEWED BY= : HOMSEY CE NO. 47410 <br /> DRILLING COMPANY ALL TERRAIN DRILLER 809 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 INCH TO 9 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE _0.020 IN INTERVAL 9 FT TO 19 FT <br /> FILTER PACK TYPE d2/16 SAND INTERVAL 8 FT TO 19 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 8 FT <br /> COMMENTS: <br /> PAGE?OF! <br /> WELL DEPTH PID SAMPLE IDFLO <br /> DESCRIPTION <br /> DETAIL FT. rnBLOWCOUNTSandy Silt (ML); 60% fines; 40% F-M sand; Mod. brown Syr 4/4; <br /> dry; no plasticity; organics; no odor <br /> 2 t5.5 Clayey Silt (ML); 957 fines; 5% F-M sand; Lt. brown 5yr 5/6; <br /> moist; roots; macropores 1-2mm dia.; rust mottling at 3-3.5% <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 - v. moist; low-mod. plasticity; rust mottling; <br /> 13.1 MW3-7.0 <br /> macropores 1-2 mm dia.; organics; no odor <br /> 8 <br /> MW3-9.5 <br /> 19.6 <br /> 10 <br /> — 12 <br /> 15.0 MW3-12.5 <br /> = Sand (SP); F-M poorly graded sand; some coarse sand; Med. <br /> _= 1q dark gray N4; wet; trace fines; no odor <br /> SP <br /> 13.4 MW3-15.0 <br /> 16 <br /> = 18 13.0 <br /> 20 12.6 <br /> —22- <br /> -24- <br /> 26_ <br /> 22426_� <br /> 28 <br /> 30 <br /> 32 <br /> 34 1 i GROUNDWATER AT TIME OF DRILLING <br /> j -STATIC GROUNDWATER <br /> L36 -1111 <br /> 1 F <br /> LOG OF BORING <br /> i <br /> SMTH <br /> PROJECT NO. 95- 174 <br />