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WELL B-3 GEOLOGIC LOG AND CONSTUCTION DETAILS <br />DEPTH <br />GEOLOGIC LOG <br />-K <br />< <br />In <br />GEOLOGIC <br />UNIT <br />WELL CONSTRUCTION DETAILS <br />FEET <br />F <br />D <br />Ground Surface Elevation; 2522 <br />WP Elevation 252a.99 <br />Dry, (hard), gray, non—veslcular basalt <br />51 <br />= <br />52 <br />Concrete <br />53 <br />—Dry, (hard) gray, non—veslcular basalt <br />Sa <br />Slightly weathered on some faces <br />- - - - - - - - - - - - <br />55 <br />- <br />Dry, <br />S <br />S7 <br />(hard), gray, non —vesicular basalt <br />Sa <br />S9 <br />S10 <br />50 <br />Dry, (hard), gray, non—veslcular basalt <br />SI1 <br />Wanapum <br />Basalt <br />6—Inch open borehole <br />Slightly weathered an same faces <br />- — — —,— <br />S12 <br />- <br />— — — — — — — — — — <br />S13 <br />Dry, (hard), gray, non —vesicular basal) <br />Sla <br />2—inch schedule a0 <br />S15 <br />flush thread PVC <br />— — — — — — — — — — — <br />Dry, (medium —hard), gray, non —vesicular <br />Sly <br />Cement—benlonile slurry <br />basalt. Slightly weathered an same faces <br />— <br />.SIB <br />— - — — — — — — — — — — — — <br />S19 <br />Dry, (hard), gray, mom —vesicular basalt <br />S20 <br />' — — — — — — — — — <br />S21 <br />100 <br />— — — — <br />Damp, (soft), brawn and yellow, <br />S22 <br />Benlonite chips <br />highly weathered palaganlfic basalt <br />S23 <br />— —. — — — — — — _ <br />.: Colorado ID-20 sand <br />Dry, (hard), gray, nan—vesicular basalf <br />S241 <br />' <br />walaf to damp, (medium —hard), groy,basal <br />S25 <br />j` <br />YiSit r t'''rt <br />Slightly weathered an same faces, same... <br />S2B <br />` l—Inch 2—Inch prepack, <br />6 <br />palagonile <br />PVC, 1 slat screen with <br />S27 <br />10-2D sand 1 <br />Moist, (medium—hord), white luffocaaus <br />V gmlog• <br />siltslona/sandstone (Vanloge Inlerbed) <br />S28 <br />Interbed <br />Sloughed aquifer <br />Bottom of l3arin'g a1 130 it <br />i <br />material <br />Complied Dec. 9, 1993 <br />i50 <br />I <br />PROJECT NAME: Kittitas County Ryegrass Balefill <br />WELL INDENTIFICATION NUMBER: B-3 <br />DRILLING METHOD: Air Rotary <br />DRILLER: Steve Houmon <br />FIRM: Holt Testing, Inc. <br />CONSULTING FIRM: pacific Groundwater Group <br />REPRESENTATIVE: Pony Ellingson,Robert Brockhous <br />0 <br />50 <br />too <br />50 <br />PACIFIC GROUNDWATER GROUP <br />JE9306 <br />LOCATION: NW, SW% Sec,16, T17N, R21 E <br />DATUM: NCVO 1929 <br />WATER LEVEL ELEVATION: 24-08.39 FT ON DEC. 29, 1993 <br />INSTALLED: December 9, 1993 <br />DEVELOPED: Dec. 29, 1993 <br />START CARD NO.: 16700 <br />