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Specific Water Well Detail |
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| Location Info | |||
| Owner: Davis, R.L. | Status: Constructed | ||
| Location: T32S, R35W, Sec. 1, NW NW NW | County: Stevens | ||
| Directions: From Southwest corner of Moscow, 3.5 miles South, 6 miles East, 1 mile North, 2 miles East, 4930 Feet North, and 5200 feet West | |||
| Latitude: 37.2995111 | Longitude: -101.0844082 | Datum NAD 27 | |
| Latitude: 37.2995353 | Longitude: -101.0848493 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 520 ft. | Elevation: ft. | |
| Static Water Level: 288 ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Jan-1994 | Well Use: Irrigation | |
| DWR Applic. #: 20225 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 360 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 360 ft to 520 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 140 ft. | surface and clay | |
| From: 140 ft. to 240 ft. | sand with occ clay strip | |
| From: 240 ft. to 260 ft. | medium coarse sand with occ brown clay streak firm to fairly loose | |
| From: 260 ft. to 280 ft. | brown clay with occ fine to medium sand streaks and strip soft | |
| From: 280 ft. to 291 ft. | medium to coarse sand fairly loose | |
| From: 291 ft. to 300 ft. | soft brown clay with occ fine to medium sand streak | |
| From: 300 ft. to 313 ft. | soft brown clay with occ fine sand streak | |
| From: 313 ft. to 320 ft. | medium coarse sand with occ clay streak | |
| From: 320 ft. to 340 ft. | medium to coarse sand with occ dirty strip and brown clay streaks firm to fairly loose | |
| From: 340 ft. to 360 ft. | brown and light colored clay with occ fine to medium sand streak sticky | |
| From: 360 ft. to 380 ft. | medium to coarse sand firm to fairly loose and used a trace of water | |
| From: 380 ft. to 400 ft. | medium to coarse sand and fine gravel firm to fairly loose and using a trace of water | |
| From: 400 ft. to 404 ft. | medium to coarse sand firm to fairly loose | |
| From: 404 ft. to 410 ft. | brown sticky clay | |
| From: 410 ft. to 420 ft. | medium to coarse sand firm to fairly loose | |
| From: 420 ft. to 440 ft. | medium to coarse sand and fine gravel with occ brown clay streak firm to fairly loose and using a trace of water | |
| From: 440 ft. to 453 ft. | medium coarse sand and fine gravel firm to fairly loose and used a trace of water | |
| From: 453 ft. to 460 ft. | brown and light colored clay with occ sandy streak | |
| From: 460 ft. to 468 ft. | clay, shale, coarse sand and sandstone conglomerated soft | |
| From: 468 ft. to 480 ft. | clay, shale, coarse sand and sandstone conglomerated tight | |
| From: 480 ft. to 500 ft. | tight conglomerate using water | |
| From: 500 ft. to 508 ft. | tight conglomerate | |
| From: 508 ft. to 520 ft. | red and yellow clay firm | |