Laserfiche WebLink
WELL B-3 GEOLOGIC LOG AND CONSTUCTION DETAILS <br />DEPTH <br />GEOLOGIC LOG <br />— <br />a <br />< <br />CEOLOOIC <br />UNIT <br />WELL CONSTRUCTION OETAILS <br />FEET <br />ain <br />Ground Surface Elevation: 2522 <br />WP Elevation 2524.99 <br />I <br />Dry, (hard), gray, non—vestcular basalt <br />51 <br />4` D <br />e, ' <br />52 <br />Concrete <br />S3 <br />Dry, (hard) gray, non—vestcular basalt <br />Sa <br />Slightly weathered an some faces <br />—— — — — — — — --— <br />S5 <br />Dry, <br />S7 <br />S7 <br />/ <br />(hard), gray, non—vestcular basalt <br />S8 <br />I <br />S9 <br />Slo <br />50 <br />D hard — <br />ry. (hard). gray, non —vesicular basalt <br />Sit <br />Wanat <br />Bo sell <br />^— 6—fnch open borehole <br />Slightly weathered an some faces <br />St2 <br />Dry, (hard), gray, non —vesicular basalt <br />Sty <br />1—inch schedule 40 <br />S15 <br />flush thread PVC <br />- - - — — — — — — — — — — — <br />Dry, (medium —hard), gray, nan—vesicular <br />S16 <br />Cement—benlonlle slurry. <br />basail, Slightly weathered on some faces <br />— <br />S17 <br />— — — — — — — — — — — — — — <br />519 <br />Dry, (hard), gray, mom —vesicular basalt <br />520 <br />— — — — — — — — — <br />S21 <br />100 <br />— — — — <br />Damp, (so(t), brawn and yellow, <br />S22 <br />Bentonile chips <br />highly weathered pologanilic basalt <br />523 <br />— — — — — — — — — <br />Colorado 10-20 sand <br />Dry, (hard), gray, nan—vesicular basalt <br />S24 <br />`{`~ <br />Waist to damp. (m odium —hard), gray,basal <br />{i <br />Slightly weathered an some faces, soma... <br />526 <br />A—inch/2—Inch prepack. <br />palaganils <br />:.„•.;' PVC, 10 slat screen with <br />S27 <br />10-20 sand i <br />Moist, (medium —hard), while luffaceaus <br />V4ntage <br />siitslana/sandstone (Vonlage inlerbed) <br />S28 <br />Intarbad <br />Stou aquifer <br />BoHom of Baring of 130 It <br />matgtied <br />erwl <br />Completed Dec. 9, 1993 <br />150 <br />PROJECT NAME: Kittitas County Ryegross Saiefill <br />WELL INDENTiFICATION NUMBER: 13-3 <br />DRILLING METHOD: Air Rotary <br />DRILLER: Steve Hauman <br />FIRM: Holt Testing, Inc. <br />CONSULTING FIRM: pacific Groundwater Croup <br />REPRESENTATIVE: Pony Ellingson,Robert Brockhous <br />a <br />50 <br />too <br />50 <br />PACIFIC GROUNDWATER GROUP <br />m JE9306 <br />LOCATION: NW % SW% Sec.16, T17N, R21E <br />DATUM: NOVO 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 />