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Specific Water Well Detail |
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| Location Info | |||
| Owner: Frank Frey Estate | Status: Constructed | ||
| Location: T27S, R34W, Sec. 23, SE | County: Haskell | ||
| Directions: from Sublette: 1 mi SW on Hwy 56, 14 mi N on Hwy 83, 7 mi W, 1520' N, 1280' W | |||
| Latitude: 37.6820222 | Longitude: -101.0029919 | Datum NAD 27 | |
| Latitude: 37.6820461 | Longitude: -101.0034385 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 573 ft. | Elevation: ft. | |
| Static Water Level: 247 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-May-1989 | Well Use: Irrigation | |
| DWR Applic. #: 11299 | 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?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 371 ft
Diam: 16 in. to 511 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 371 ft to 471 ft
From: 511 ft to 573 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 230 ft. | overburden | |
| From: 230 ft. to 268 ft. | fine, medium sand and gravel - 10% clay | |
| From: 268 ft. to 312 ft. | sand clay - strips of fine sand 10-15% | |
| From: 312 ft. to 338 ft. | fine sand - 15% clay | |
| From: 338 ft. to 343 ft. | sandy clay | |
| From: 343 ft. to 346 ft. | fine sand - 15% clay | |
| From: 346 ft. to 380 ft. | sandy clay | |
| From: 380 ft. to 465 ft. | fine, medium sand - strips of gravel | |
| From: 465 ft. to 474 ft. | sandy clay | |
| From: 474 ft. to 481 ft. | fine, medium sand | |
| From: 481 ft. to 517 ft. | sandy clay | |
| From: 517 ft. to 562 ft. | fine, medium sand and fine gravel 10-15% clay - brown rocks - loose | |
| From: 562 ft. to 582 ft. | fine, medium sand and fine gravel 30% clay - brown rocks - tight | |
| From: 582 ft. to 590 ft. | shale - hard | |