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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kleysteuber, Dean | Status: Constructed | ||
| Location: T26S, R32W, Sec. 29, NE SW NW | County: Finney | ||
| Directions: from Plymell, 3.25 mi SE | |||
| Latitude: 37.7613184 | Longitude: -100.8490156 | Datum NAD 27 | |
| Latitude: 37.7613423 | Longitude: -100.8494565 | 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: 470 ft. | Elevation: ft. | |
| Static Water Level: 129 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 22-Feb-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 250 ft to 320 ft
From: 345 ft to 355 ft From: 385 ft to 405 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | surface | |
| From: 4 ft. to 40 ft. | sand sts and sandy clay | |
| From: 40 ft. to 58 ft. | brown clay and caliche | |
| From: 58 ft. to 98 ft. | sand and gravel firm to loose. Ragged. Used water | |
| From: 98 ft. to 117 ft. | brown clay and caliche | |
| From: 117 ft. to 122 ft. | sand, fine to med | |
| From: 122 ft. to 130 ft. | brown clay and caliche | |
| From: 130 ft. to 150 ft. | sand fine, medium coarse and small gravel | |
| From: 150 ft. to 153 ft. | lime stone (hard) | |
| From: 153 ft. to 168 ft. | brown clay, sand sts, and cemented sand sts | |
| From: 168 ft. to 220 ft. | blue clay and fine sand | |
| From: 220 ft. to 265 ft. | sand fine, medium coarse and small gravel, loose used lots of water | |
| From: 265 ft. to 275 ft. | brown clay and sand medium coarse, small coarse (firm) | |
| From: 275 ft. to 320 ft. | sand medium coarse, and medium to small gravel cemented in places | |
| From: 320 ft. to 345 ft. | brown clay, and lime rock | |
| From: 345 ft. to 355 ft. | sand fine medium coarse and small gravel | |
| From: 355 ft. to 383 ft. | brown clay and lime rock | |
| From: 383 ft. to 406 ft. | sand fine medium coarse and small gravel | |
| From: 406 ft. to 457 ft. | brown clay, lime rock and few sand sts | |
| From: 457 ft. to 467 ft. | sand fine medium coarse and small brown gravel. Loose used water | |
| From: 467 ft. to 500 ft. | brown clay and lime rock | |