Laserfiche WebLink
DATE DRILLED 8/3/95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE 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 7.5 FT STATIC 8.96 FT <br /> CASING TYPE PVC DIAMETER 2 1N SCHEDULE 40 INTERVAL INCH TO 3.5 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE _ 0.020 IN INTERVAL 3.5 FT TO 18.5 FT <br /> FILTER PACK TYPE _12/16 SAND INTERVAL 3.5 FT TO 18.5 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 3.5 FT <br /> COMMENTS: <br /> PAGE?OF! <br /> WELL DEPTH PID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL FT. m BLOWCOUNT LOG <br /> Sandy Silt (ML); 85-90% fines; 10-15% fine sand; Moderate <br /> 2 ML yellow brown 10yr 5/4; dry—moist; no plasticity; roots and plant <br /> matter; rust mottling at 3.5'-4' <br /> 4 <br /> 2.7 <br /> SP SandSP); F—M poorly graded sand; some coarse sand; light brown <br /> 6 Syr 6/4; moist—wet; trace silt from 4'-5' <br /> 2.5 <br /> MW4-7.5 <br /> 8 Sand (SP); F—M poorly graded sand; Mod. yellowish brown 10yr 5/4 <br /> 2.3 SP Z 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 /> wet; trace coarse sand and fines <br /> 1.2 <br /> —14— SP-SM <br /> 1.8 MW4-15 <br /> 16 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 /> 26 <br /> 28 <br /> 30 <br /> 32 <br /> 34 EZ GROUNDWATER AT TIME OF DRILLING <br /> 1 STATIC GROUNDWATER <br /> 36 <br /> 38 <br /> LOG OF BORING MW-4 <br /> S � PROJECT NO. 95- 174 <br /> [uvwolw[I11u rzax�aocxs a>AraAnoM <br />