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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brown, Inc. | Status: Constructed | ||
| Location: T29S, R33W, Sec. 5, NE SW NE | County: Haskell | ||
| Directions: from Hwy 56 and 83 W of Sublette: 5 mi N, 4 mi W, 3,490' N, 1,355' W | |||
| Latitude: 37.5577596 | Longitude: -100.949212 | Datum NAD 27 | |
| Latitude: 37.5577842 | Longitude: -100.9496564 | 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: 595 ft. | Elevation: ft. | |
| Static Water Level: 356 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jan-1999 | Well Use: Irrigation | |
| DWR Applic. #: | 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 35 ft. | brown clay | |
| From: 35 ft. to 59 ft. | brown sandy clay | |
| From: 59 ft. to 83 ft. | fine to medium sand and gravel | |
| From: 83 ft. to 97 ft. | brown sandy clay - fine sand streak | |
| From: 97 ft. to 173 ft. | fine to medium sand and gravel | |
| From: 173 ft. to 205 ft. | brown clay | |
| From: 205 ft. to 287 ft. | blue clay | |
| From: 287 ft. to 305 ft. | blue clay - small strip of gravel | |
| From: 305 ft. to 352 ft. | fine to medium sand and gravel | |
| From: 352 ft. to 363 ft. | brown sandy clay white rock mixed - hard pull down 250 | |
| From: 363 ft. to 370 ft. | fine to medium sand and gravel | |
| From: 370 ft. to 378 ft. | brown sandy clay - hard pull down 300 | |
| From: 378 ft. to 386 ft. | fine to medium sand and gravel | |
| From: 386 ft. to 398 ft. | brown sandy clay - hard pull down 225 | |
| From: 398 ft. to 530 ft. | brown clay | |
| From: 530 ft. to 545 ft. | fine to medium sand - loose | |
| From: 545 ft. to 578 ft. | fine to medium sand and gravel - loose | |
| From: 578 ft. to 607 ft. | yellow clay | |
| From: 607 ft. to 615 ft. | shale | |
| From: 615 ft. to 633 ft. | shale - hard pull down 500 | |
| From: 633 ft. to 727 ft. | shale - tight - lost circulation at 708 feet and 714 feet | |
| From: 727 ft. to 736 ft. | shale - hard pull down 500 | |
| From: 736 ft. to 755 ft. | red bed | |