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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hadley, Chuck | Status: Constructed | ||
| Location: T30S, R18W, Sec. 31, SE SW SE | County: Kiowa | ||
| Directions: 2639 Rd 16, Wilmore | |||
| Latitude: 37.3836168 | Longitude: -99.3253875 | Datum NAD 27 | |
| Latitude: 37.38364 | Longitude: -99.32578 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.38364 | GPS Longitude: -99.32578 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 2222 ft. | |
| Static Water Level: 78 ft. | Est. Yield: 45 gpm. | |
| Comp. Date: 24-Apr-2026 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Crowdis Water Well Service, LLC | License #: 672 | |
| 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 80 ft | |
| Casing height above land surface: 288 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 110 ft | |
| Gravel pack intervals | From: 21 ft to 35 ft
From: 46 ft to 110 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft
From: 35 to 46 ft | |
| Source of Possible Contamination | ||
| Source: Septic tank | ||
| Direction from well: S | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 21 ft. | clayey top soil, tan | |
| From: 21 ft. to 38 ft. | fine sand, tan | |
| From: 38 ft. to 46 ft. | clay, tan | |
| From: 46 ft. to 86 ft. | fine sand, tan | |
| From: 86 ft. to 98 ft. | coarse gravel | |
| From: 98 ft. to 110 ft. | clay, tan | |