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DATE DRILLED _8/3/95 LOGGE WILLIAM MADISON <br /> REVIEWED BY JEANNE Hi CE NO. 47410 <br /> DRILLING COMPANY ALL TERRAIN DRILLER 808 ENEIX <br /> BORE HOLE DIAMETER 8 1N METHOD HOLLOW STEM AUGER <br /> DEPTH DRILLED 20 ER FT DEPTH TO WATER : INITIAL 7•s <br /> CASING TYPE PVC FT STATIC896 <br /> DIAMETER 2 IN SCHEDULE 40 . FT <br /> SCREEN TYPE PvcINTERVAL _INCH TO 3.5 FT <br /> DIAMETER 2 IN SLOT SIZE 0.020 <br /> FILTER PACK TYPE 12/16 SAND IN INTERVAL 3.5 <br /> FT TO 18.5 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 3.5 FT TO 18.5 FT <br /> COMMENTS: INTERVAL 0 FT TO 3.5 FT <br /> WELL DEPTH PID SAMPLE ID U,$,C, PAGE?of <br /> DETAIL FT.) (pprn) BLOWCOUNT LOG DESCRIPTION <br /> Z Sandy Silt (ML); 85-90% fines; 10-15% fine sand; Moderate <br /> ML yellow brown 10yr 5/4; dry—moist; no plasticity; roots and plant <br /> matter; rust mottling at 3.51-4- <br /> 4 <br /> 2.7 <br /> 6 Sp Sand SP); F—M poorly graded sand; some coarse sand; light brown <br /> _ — 5yr 6/4; moist—wet; trace silt from 4'-5' <br /> 2.5 <br /> MW4-7.5 <br /> 8 — <br /> SP Sand (SP); F—M poorly graded sand; Mod. yellowish brown 10yr 5/4 <br /> 2.3 to gray N4; wet; trace clay 8.5'-9.5'; heavily rusty layer at 7.5' <br /> 10 1.9 MW4-10 <br /> 1.6 <br /> 12 Sand (SP—SM); F—M poorly graded sand; Med. dark gray N4; <br /> 1.2 wet; trace coarse sand and fines <br /> l4 SP—SM <br /> 1.8 MW4-15 <br /> — 16 <br /> fine sand increases with depth <br /> — 1.2 <br /> MW4-17.5 <br /> 18 <br /> 20 1.9 <br /> 22 <br /> —24- <br /> 26 <br /> 1 <br /> 1 <br /> 28 <br /> 30 — <br /> f <br /> �32� <br /> �_34� f - GROUNDWATER AT T!MF OF DRILLING <br /> —I <br /> STATIC -GROUNDWATER <br /> �36 i = <br /> 38 r <br /> I <br /> LOG OF BORING MW-4 <br /> i EN1rot W4 PROJECT Nr-',, 95- 174 <br />