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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T24S, R32W, Sec. 18, SE NW SW SE | County: Finney | ||
| Directions: In Garden City | |||
| Latitude: 37.9631145 | Longitude: -100.871988 | Datum NAD 27 | |
| Latitude: 37.96314 | Longitude: -100.87243 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.96314 | GPS Longitude: -100.87243 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 70 ft. | Elevation: 2836 ft. | |
| Static Water Level: 43.82 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Oct-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 16 | |
| Driller Info | ||
| Driller: Flint Hills Drilling #914 | License #: 914 | |
| 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?: No | ||
| Ground water encountered: 47 ft. | ||
| Bore hole diameter: 8 inches to 70 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 70 ft | |
| Casing height above land surface: 0 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: 50 ft to 70 ft | |
| Gravel pack intervals | From: 47 ft to 70 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 47 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | dark brown lean sandy top soil | |
| From: 5 ft. to 60 ft. | coarse poorly sorted sand with gravel | |
| From: 60 ft. to 65 ft. | sandy light brown lean clay with sand and gravel | |
| From: 65 ft. to 70 ft. | sandy light brown lean clay with sand, gravel, and caliche | |