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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, John | Status: Constructed | ||
| Location: T28S, R32W, Sec. 1, SW NW SW | County: Haskell | ||
| Directions: from Sublette: 4.25 mi NE on Hwy 56, 9 mi N, 1590 feet N, and 5200 feet W | |||
| Latitude: 37.639372 | Longitude: -100.7781812 | Datum NAD 27 | |
| Latitude: 37.6393962 | Longitude: -100.7786194 | 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: 585 ft. | Elevation: ft. | |
| Static Water Level: 280 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Apr-2000 | Well Use: Irrigation | |
| DWR Applic. #: 15267 | 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 3 ft. | top soil | |
| From: 3 ft. to 12 ft. | brown clay | |
| From: 12 ft. to 51 ft. | brown sandy clay | |
| From: 51 ft. to 66 ft. | brown clay | |
| From: 66 ft. to 108 ft. | brown sandy clay | |
| From: 108 ft. to 132 ft. | fine to medium sand and gravel | |
| From: 132 ft. to 141 ft. | brown clay | |
| From: 141 ft. to 156 ft. | brown sandy clay | |
| From: 156 ft. to 246 ft. | fine to medium sand and gravel | |
| From: 246 ft. to 264 ft. | brown clay | |
| From: 264 ft. to 282 ft. | brown and blue clay | |
| From: 282 ft. to 308 ft. | fine to medium sand and gravel | |
| From: 308 ft. to 322 ft. | brown and blue clay | |
| From: 322 ft. to 344 ft. | blue clay - sticky | |
| From: 344 ft. to 413 ft. | fine to medium sand and gravel | |
| From: 413 ft. to 419 ft. | brown clay | |
| From: 419 ft. to 428 ft. | fine to medium sand and gravel | |
| From: 428 ft. to 452 ft. | fine to medium sand and gravel - 10% clay | |
| From: 452 ft. to 544 ft. | brown sandy clay | |
| From: 544 ft. to 550 ft. | brown clay | |
| From: 550 ft. to 560 ft. | fine to medium sand and gravel - 10% clay | |
| From: 560 ft. to 575 ft. | fine to medium sand and gravel brown rock mixed | |
| From: 575 ft. to 605 ft. | brown clay | |
| From: 605 ft. to 629 ft. | brown and blue clay | |
| From: 629 ft. to 635 ft. | gray shale - hard pull down | |