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Specific Water Well Detail |
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| Location Info | |||
| Owner: D. Lightner Farms | Status: Constructed | ||
| Location: T26S, R31W, Sec. 23, C SW | County: Finney | ||
| Directions: from Pierceville, 7 mi S | |||
| Latitude: 37.769348 | Longitude: -100.6834223 | Datum NAD 27 | |
| Latitude: 37.7693714 | Longitude: -100.683857 | 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: 408 ft. | Elevation: ft. | |
| Static Water Level: 150 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 06-Dec-1989 | Well Use: Irrigation | |
| DWR Applic. #: 9517 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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: Steel
Casing Joints: |
Diam: 16 in. to 408 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: Continuous slot | |
| Screen-perforated intervals | From: 235 ft to 275 ft
From: 308 ft to 408 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 2 ft. | top soil | |
| From: 2 ft. to 65 ft. | sand fine | |
| From: 65 ft. to 140 ft. | sand fine to medium coarse. Small to large gravel with cobblestones | |
| From: 140 ft. to 170 ft. | sand fine to medium coarse. Small to some large gravel | |
| From: 170 ft. to 205 ft. | sand fine to small with lots clay streaks and limerock | |
| From: 205 ft. to 236 ft. | brown sandy clay and fine sand streaks and some limerock | |
| From: 236 ft. to 250 ft. | sand fine to small with small to medium white rock | |
| From: 250 ft. to 253 ft. | white clay | |
| From: 253 ft. to 280 ft. | sand fine to medium coarse. Small to some medium brown and tan rock | |
| From: 280 ft. to 318 ft. | brown sandy clay and few fine sand streaks | |
| From: 318 ft. to 350 ft. | sand fine to medium coarse. Small to some large brown rock | |
| From: 350 ft. to 388 ft. | sand fine to medium with clay streaks | |
| From: 388 ft. to 397 ft. | sand fine to medium coarse. Small to some medium brown rock | |
| From: 397 ft. to 410 ft. | yellow soapstone and sandstone streaks | |
| From: 410 ft. to 420 ft. | gray shale | |