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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lubbers, Mark | Status: Constructed | ||
| Location: T26S, R1W, Sec. 21, SW SE NW | County: Sedgwick | ||
| Directions: 8356 W Mossy Stone Court, Maize | |||
| Latitude: 37.7754357 | Longitude: -97.4392032 | Datum NAD 27 | |
| Latitude: 37.77545 | Longitude: -97.43953 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.77545 | GPS Longitude: -97.43953 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 1342 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 01-Jul-2025 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Weninger Drilling, LLC | License #: 884 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 90 ft | |
| Casing height above land surface: 192 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR-26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 90 ft to 110 ft | |
| Gravel pack intervals | From: 23 ft to 110 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: E | Distance: 60 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 7 ft. | fine sand | |
| From: 7 ft. to 24 ft. | medium to coarse sand | |
| From: 24 ft. to 66 ft. | medium sand | |
| From: 66 ft. to 84 ft. | clay, tan | |
| From: 84 ft. to 110 ft. | medium sand with tan clay layers | |