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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nightengale, Mike | Status: Constructed | ||
| Location: T28S, R31W, Sec. 13, SW SW SW | County: Haskell | ||
| Directions: from E side of Sublette: 6 mi NE on Hwy 56, 3 mi N, 2 mi E, 3 mi N, 2 mi E, 148 feet N, 5100 feet W | |||
| Latitude: 37.6065871 | Longitude: -100.6691753 | Datum NAD 27 | |
| Latitude: 37.606611 | Longitude: -100.6696098 | 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: 600 ft. | Elevation: ft. | |
| Static Water Level: 280 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Feb-2004 | Well Use: Irrigation | |
| DWR Applic. #: 14135 | 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 2 ft. | top soil | |
| From: 2 ft. to 106 ft. | brown clay | |
| From: 106 ft. to 115 ft. | fine to medium sand | |
| From: 115 ft. to 128 ft. | brown clay | |
| From: 128 ft. to 137 ft. | fine to medium sand - 10% clay | |
| From: 137 ft. to 151 ft. | brown sandy clay | |
| From: 151 ft. to 213 ft. | fine to medium sand and gravel | |
| From: 213 ft. to 255 ft. | fine to medium sand and gravel - 10% clay | |
| From: 255 ft. to 261 ft. | brown clay | |
| From: 261 ft. to 298 ft. | fine to medium sand and gravel | |
| From: 298 ft. to 369 ft. | fine to medium sand and gravel - hard cemented sand strip | |
| From: 369 ft. to 402 ft. | blue clay | |
| From: 402 ft. to 421 ft. | brown sandy clay - 50% sandstone mixed | |
| From: 421 ft. to 428 ft. | fine to medium sand and gravel | |
| From: 428 ft. to 442 ft. | brown sandy clay | |
| From: 442 ft. to 467 ft. | brown sandy clay - streak of fine to medium sand | |
| From: 467 ft. to 500 ft. | brown sandy clay white rock mixed | |
| From: 500 ft. to 533 ft. | brown sandy clay | |
| From: 533 ft. to 556 ft. | brown clay - sticky | |
| From: 556 ft. to 576 ft. | fine to medium sand and gravel | |
| From: 576 ft. to 623 ft. | brown sandy clay | |
| From: 623 ft. to 635 ft. | shale - hard pull down 300 | |