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PP. DATE DRILLED 07 1a 95 LOGGED BY WILLIAM MADISON REVIEWED BY JEANNE HOMSEY CE NO. 474ID DRILLING COMPANY SPECTRUu EXPLORATION DRILLER 808 DUVALL METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER a IN DEPTH DRILLED 22 FT DEPTH TO WATER : INITIAL 6•5 rT STATIC _6.3a_ __ FL DIAMETER CASING TYPE PVC 2 IN SCHEDULE 40 INTERVAL 4 INCH TO S FT SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 INTERVAL 5 FT TO _22_ - ET- FILTER PACK TYPE 12/12 SAND INTERVAL 4 F7 TO -22 FT SURFACE SEAL TYPE NEAT CEu_NT OVER BENTONITE INTERVAL 0.5 FT TO _4 FT COMMENTS: PAGE OF WELL DEPTH P.J.D. m Lc I U.S.C. DESCRIPTION DETAIL FT. m BLOWCOUNT I LOG FILL ASPHALT GRAVELLY SILTY SAND (SM—FILL); 40% F—C SAND; 2 40% FINES; 20% GRAVEL; NO ODOR CL SILTY CLAY (CL); 10D%FINES; DUSKY YELLOWISH BROWN; 10YR 2/2: MOIST; MEDIUM PLASTICITY; SOFT; ORGANICS—PLANT FIBERS; NO ODOR 4 2 6 41 81-6.5 2 _ SANDY SILTY CLAY (CL); 85% FINES; 157: F—M SAND; DARK YELLOWISH CL - BROWN 10 YR 4/2; MOIST—V. MOIST; MEDIUM—HIGH PLASTICITY; SOFT- -_ = MEDIUM STIFF; ORGANICS; MACROPORES-1/2--1mm DIAMETER; NO ODOR _ 8 10 2 NO 3 70% FINES; 30% F—M SAND. TRACE FINE SUBANGULAR GRAVEL: WET 0 SAUPLES3 1 1.5 FT. 12 2.5 RECOVERED _--- 14 SAND (SW); 90% F-C WELL GRADED SAND; 10% FINES; DARK YELLOWISH J = BROWN 10 YR 4/2: WET: LOOSE; NO ODOR 4 Sw 16 4 2.3 20 SILTY CLAY (CL); 100% FINES; DARK YELLOWISH BROWN 10 YR 4/2; MOIST: LOW—MEDIUM PLASTICITY; MEDIUM STIFF; ORGANICS; MACROPORES — 4 CL 1/2-1mm DIAMETER; NO ODOR 2.3 B 1-21.5 4 22 —24- 26- -28- -32- 242628 32 STATIC WATER—LEVEL 34 1 GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING 36 38 RF2 LOG OF BORING MW- 1 SlffHl PROJECT NO. 95- 122 drnoaN+nrtu r<nwacmrs omro.lv