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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bryant, Donald | Status: Constructed | ||
| Location: T29S, R31W, Sec. 23, NE NE SE | County: Haskell | ||
| Directions: from SE corner of Sublette: 9 mi E, 2 mi N, 2600 feet N, and 560 feet W | |||
| Latitude: 37.5114 | Longitude: -100.6724 | Datum NAD 27 | |
| Latitude: 37.5114219 | Longitude: -100.6728335 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.5114 | GPS Longitude: -100.6724 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 460 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Jun-2012 | Well Use: Irrigation | |
| DWR Applic. #: 15203 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | topsoil | |
| From: 1 ft. to 74 ft. | brown sandy clay with strips of white rock | |
| From: 74 ft. to 78 ft. | fine to medium sand and gravel | |
| From: 78 ft. to 85 ft. | brown clay | |
| From: 85 ft. to 102 ft. | brown sandy clay with strips of sand and gravel | |
| From: 102 ft. to 300 ft. | fine to medium sand and gravel | |
| From: 300 ft. to 394 ft. | fine to medium sand and gravel | |
| From: 394 ft. to 400 ft. | cemented sand and gravel | |
| From: 400 ft. to 406 ft. | brown sandy clay | |
| From: 406 ft. to 420 ft. | fine to medium sand and gravel with layers of brown sandy clay - 25% | |
| From: 420 ft. to 432 ft. | brown sandy clay | |
| From: 432 ft. to 435 ft. | fine to medium sand | |
| From: 435 ft. to 455 ft. | brown sandy clay with strips of sand and gravel - 20% | |
| From: 455 ft. to 485 ft. | brown sandy clay with strips of white rock | |
| From: 485 ft. to 500 ft. | brown and yellow clay with 20% brown rock | |
| From: 500 ft. to 530 ft. | shale - 250 pull down | |