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DATE DRILLED 08/01/95 LOGGY WILLIAM MADISON REVIEWED BY JE) 4061SEY CE N0. 47410 <br /> DRILLING COMPANY ALL TERRAIN _ DRILLER BOB ENEIX METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 22.5 FT DEPTH TO WATER : INITIAL 10 FT STATIC 9.12 FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL INCH TO t0 FT <br /> SCREEN TYPE PV DIAMETER 2 IN SLOT SIZE 0.020 <br /> FILTER PACK TYPE _t2/16 SAND IN INTERVAL 10 FT TO 20 FT <br /> INTERVAL 7 FT TO 20 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 7 FT <br /> COMMENTS: <br /> • WELL DEPTH P.I.D. SAMPLE ID U.S.C. PAGE-!-OF I <br /> DETAIL FT. m BLOWCOUNT LOG DESCRIPTION <br /> ML Sandy Silt (ML); 60% fines; 40% F-M sand; Mod. brown 5yr 4/4; <br /> dry; organics; no odor <br /> 2 2.4 <br /> Silty Sand (SM); 80% F-C well-graded sand; 20% fines; Mod. brown <br /> Sµ 5yr 4/4; dry; no odor <br /> 4 <br /> 0.2 MW2-7.0 <br /> Sandy Silt (ML); 70% fines; 30% F-M sand; Dk. yellowish brown <br /> 6 ML 10yr 4/2; moist; none-low plasticity; trace plant matter; no odor <br /> 1.9 <br /> 8 Silty Clay (CL); 85-90% fines; 10-15% F-M sand; Dk. yellowish <br /> CIL brown 10yr 4/2; very moist; Med. plasticity <br /> 10 1.7 MW2-9.5 <br /> 1.7* Mw2-12.5 Very dark gray at 12.5 feet <br /> 14 <br /> — 1.9 <br /> 16 SP Sand (SP); F-M poorly-graded sand; some coarse sand; Medium <br /> dark gray N4; wet; trace fines; no odor <br /> 1,4 Mw2-15.0 <br /> 20 2.2 <br /> -22- <br /> -24- <br /> -26 <br /> 26 <br /> 28 <br /> 30 <br /> STATIC GROUNDWATER <br /> 32 t <br /> - j L _ GROUNDWATER AT TIME OF DR;LLiNG <br /> I HANBY TEST FOR TPH AT 12.5' INDICATED NON-DETECTABLE. <br /> CONCENTRATIONS. ! <br /> 36 <br /> �38 <br /> - lI <br /> am <br /> 1 <br /> wax <br /> LOG OF BORING MW-2 <br /> lar! la� u ,�„ PROJECT N 0. -015- 174 <br />