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Specific Water Well Detail |
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| Location Info | |||
| Owner: Beefland | Status: Constructed | ||
| Location: T26S, R31W, Sec. 21, NE NW SW | County: Finney | ||
| Directions: from Garden City, 13.5 mi S and 8 mi E | |||
| Latitude: 37.7720898 | Longitude: -100.721076 | Datum NAD 27 | |
| Latitude: 37.7721135 | Longitude: -100.7215119 | 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: 391 ft. | Elevation: ft. | |
| Static Water Level: 130 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 20-Feb-1986 | Well Use: Feedlot | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: Steel
Casing Joints: |
Diam: 8 in. to 391 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: Galvanized Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 216 ft to 226 ft
From: 269 ft to 279 ft From: 322 ft to 332 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 15 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Feedyard | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 11 ft. | sand | |
| From: 11 ft. to 20 ft. | brown sandy clay and caliche | |
| From: 20 ft. to 34 ft. | fine sand and clay st. | |
| From: 34 ft. to 45 ft. | sand fine to medium, coarse | |
| From: 45 ft. to 64 ft. | brown sandy clay, limerock and few fine sand st. | |
| From: 64 ft. to 97 ft. | sand fine to medium, coarse, small to large gravel | |
| From: 97 ft. to 110 ft. | brown clay and limerock | |
| From: 110 ft. to 120 ft. | sand fine to medium and few clay st. | |
| From: 120 ft. to 138 ft. | brown sandy clay and sand fine to medium st. | |
| From: 138 ft. to 170 ft. | sand fine to medium, coarse, small to medium gravel, cemented ledges | |
| From: 170 ft. to 189 ft. | brown sandy clay and limerock and fine sand st. | |
| From: 189 ft. to 194 ft. | sand fine to medium, coarse | |
| From: 194 ft. to 206 ft. | brown sandy clay | |
| From: 206 ft. to 226 ft. | sand fine to medium, coarse, small gravel | |
| From: 226 ft. to 242 ft. | sandy clay, limerock and fine sand st. | |
| From: 242 ft. to 248 ft. | sand fine to medium, few coarse | |
| From: 248 ft. to 267 ft. | brown sandy clay and limerock | |
| From: 267 ft. to 280 ft. | sand fine to medium, coarse, few small gravel | |
| From: 280 ft. to 310 ft. | brown sandy clay, limerock and very few fine sandy stks. | |
| From: 310 ft. to 314 ft. | sand fine and small | |
| From: 314 ft. to 320 ft. | brown clay | |
| From: 320 ft. to 334 ft. | sand fine to medium, coarse, small brown gravel, loose | |
| From: 334 ft. to 347 ft. | brown clay | |
| From: 347 ft. to 388 ft. | sand fine to medium, coarse, small to medium brown gravel and brown rock, white and tan rock, very few clay streaks. Drills rough in places | |
| From: 388 ft. to 406 ft. | soapstone yellow and gray, and limestone | |
| From: 406 ft. to 410 ft. | weathered shale | |