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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, Marvin | Status: Constructed | ||
| Location: T27S, R31W, Sec. 25, SW SE NE | County: Haskell | ||
| Directions: from E side of Sublette: 6.25 mi NE on Hwy 56, 3 mi N, 2 mi E, 7 mi N, 2 mi E, 2665' N, 960' W to site | |||
| Latitude: 37.6718213 | Longitude: -100.655273 | Datum NAD 27 | |
| Latitude: 37.6718451 | Longitude: -100.655707 | 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: 390 ft. | Elevation: ft. | |
| Static Water Level: 200 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Apr-1999 | Well Use: Irrigation | |
| DWR Applic. #: 19032 | 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 form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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. | top soil | |
| From: 1 ft. to 5 ft. | brown clay | |
| From: 5 ft. to 100 ft. | brown sandy clay | |
| From: 100 ft. to 106 ft. | brown clay - gravel streak | |
| From: 106 ft. to 185 ft. | fine to medium sand and gravel - clay streak | |
| From: 185 ft. to 215 ft. | medium coarse gravel - loose | |
| From: 215 ft. to 230 ft. | fine to medium sand and gravel - loose | |
| From: 230 ft. to 245 ft. | medium coarse gravel - loose | |
| From: 245 ft. to 263 ft. | fine to medium sand and gravel | |
| From: 263 ft. to 269 ft. | brown sandy clay | |
| From: 269 ft. to 274 ft. | fine to medium sand and gravel - clay streak | |
| From: 274 ft. to 297 ft. | brown sandy clay - 30% sandstone - tight | |
| From: 297 ft. to 302 ft. | brown sandy clay - small streak of fine sand | |
| From: 302 ft. to 353 ft. | brown clay - 30% sandstone - tight | |
| From: 353 ft. to 370 ft. | fine to medium sand and gravel | |
| From: 370 ft. to 384 ft. | brown rock sandstone mixed - tight | |
| From: 384 ft. to 387 ft. | yellow clay | |
| From: 387 ft. to 390 ft. | shale | |