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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, John/ Valor Inc | Status: Constructed | ||
| Location: T27S, R32W, Sec. 9, SE | County: Haskell | ||
| Directions: from Jct Hwy 56 and 83, W of Sublette: 16 mi N, 3 mi E, 1360' N, 1270' W | |||
| Latitude: 37.711273 | Longitude: -100.8202555 | Datum NAD 27 | |
| Latitude: 37.711297 | Longitude: -100.8206953 | 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: 400 ft. | Elevation: ft. | |
| Static Water Level: 106 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Sep-1989 | Well Use: Irrigation | |
| DWR Applic. #: 20439 | 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: 400 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 250 ft
Diam: 0 in. to 0 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: 250 ft to 400 ft
From: 0 ft to 0 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 5 ft. | top soil | |
| From: 5 ft. to 27 ft. | brown clay | |
| From: 27 ft. to 56 ft. | fine sand | |
| From: 56 ft. to 92 ft. | fine to medium sand and gravel - loose | |
| From: 92 ft. to 104 ft. | brown clay | |
| From: 104 ft. to 193 ft. | fine to medium sand and gravel - streak of clay loose | |
| From: 193 ft. to 202 ft. | yellow gray clay | |
| From: 202 ft. to 230 ft. | blue gray clay | |
| From: 230 ft. to 254 ft. | blue clay | |
| From: 254 ft. to 312 ft. | fine to medium sand and gravel - loose | |
| From: 312 ft. to 333 ft. | brown sandy clay and small strip of gravel from 314 to 316 | |
| From: 333 ft. to 340 ft. | fine to medium sand and gravel - loose | |
| From: 340 ft. to 348 ft. | brown sandy clay | |
| From: 348 ft. to 361 ft. | brown sandy clay - white rock mixed | |
| From: 361 ft. to 369 ft. | fine sand - loose | |
| From: 369 ft. to 380 ft. | brown sandy clay | |
| From: 380 ft. to 394 ft. | fine sand - loose | |
| From: 394 ft. to 410 ft. | brown sandy clay | |
| From: 410 ft. to 425 ft. | yellow clay - brown rock mixed | |
| From: 425 ft. to 455 ft. | blue shale - hard pull down | |