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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wall, Henry | Status: Constructed | ||
| Location: T29S, R33W, Sec. 25, NE SE SE | County: Haskell | ||
| Directions: 1775 Hwy 83, Sublette | |||
| Latitude: 37.4930614 | Longitude: -100.8713872 | Datum NAD 27 | |
| Latitude: 37.493088 | Longitude: -100.871829 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.493088 | GPS Longitude: -100.871829 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 490 ft. | Elevation: 2928 ft. | |
| Static Water Level: 371 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 05-Sep-2023 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Southwest Windmill and Water Well Service, Inc. | License #: 805 | |
| 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 430 ft | |
| Casing height above land surface: 180 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: SDR21 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 430 ft to 490 ft | |
| Gravel pack intervals | From: 25 ft to 490 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 2 ft. to 50 ft. | sandy clay | |
| From: 50 ft. to 222 ft. | medium sand | |
| From: 222 ft. to 380 ft. | clay, blue | |
| From: 380 ft. to 490 ft. | medium sand | |