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Specific Water Well Detail |
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| Location Info | |||
| Owner: Phillis J. Winter Revocable Trust | Status: Constructed | ||
| Location: T22S, R28W, Sec. 5, SE SE SE | County: Finney | ||
| Directions: From Kalvesta, 7 mi W, 7 mi N | |||
| Latitude: 38.1616666 | Longitude: -100.4098919 | Datum NAD 27 | |
| Latitude: 38.1616857 | Longitude: -100.4103125 | 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: 590 ft. | Elevation: ft. | |
| Static Water Level: 275 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 21-Jun-1990 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 5 in. to 590 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 349 ft to 389 ft
From: 403 ft to 433 ft From: 441 ft to 451 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 27 ft. | brown sandy clay | |
| From: 27 ft. to 43 ft. | sand fine to medium coarse small gravel | |
| From: 43 ft. to 46 ft. | soap stone | |
| From: 46 ft. to 189 ft. | black shale with some hard shale streaks | |
| From: 189 ft. to 231 ft. | black shale with some hard gray shale ledges | |
| From: 231 ft. to 259 ft. | shale and some small sandstone streaks | |
| From: 259 ft. to 303 ft. | black shale | |
| From: 303 ft. to 319 ft. | black shale with some hard gray shale streaks | |
| From: 319 ft. to 331 ft. | sandstone and shale | |
| From: 331 ft. to 333 ft. | iron pyrite | |
| From: 333 ft. to 340 ft. | sandstone and shale | |
| From: 340 ft. to 347 ft. | black shale | |
| From: 347 ft. to 388 ft. | sandstone and gray soap stone | |
| From: 388 ft. to 402 ft. | gray shale with couple small streaks of sandstone | |
| From: 402 ft. to 403 ft. | iron pyrite | |
| From: 403 ft. to 433 ft. | sandstone and gray shale drilled good in places | |
| From: 433 ft. to 442 ft. | gray shale and some small streaks of red clay | |
| From: 442 ft. to 451 ft. | gray shale and sandstone | |
| From: 451 ft. to 452 ft. | iron pyrite | |
| From: 452 ft. to 490 ft. | gray shale with some hard black shale streaks | |
| From: 490 ft. to 491 ft. | iron pyrite | |
| From: 491 ft. to 515 ft. | gray soap stone and couple small sandstone streaks | |
| From: 515 ft. to 563 ft. | sandstone and soap stone | |
| From: 563 ft. to 585 ft. | soap stone and sandstone | |
| From: 585 ft. to 642 ft. | soap stone and hard shale ledges | |