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Specific Water Well Detail |
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| Location Info | |||
| Owner: Spencer, Eugene | Status: Constructed | ||
| Location: T28S, R38W, Sec. 25, NE NE SE | County: Grant | ||
| Directions: from 4-way stop in Ulysses: 3 mi W, 2505 feet N, and 635 feet W | |||
| Latitude: 37.5829083 | Longitude: -101.4177114 | Datum NAD 27 | |
| Latitude: 37.5829281 | Longitude: -101.4181585 | 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: 271 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Jun-2007 | Well Use: Irrigation | |
| DWR Applic. #: 13652 | 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?:
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 27 ft. | Brown sandy clay | |
| From: 27 ft. to 70 ft. | Brown clay | |
| From: 70 ft. to 79 ft. | Fine sand | |
| From: 79 ft. to 87 ft. | Brown clay | |
| From: 87 ft. to 117 ft. | Gray clay | |
| From: 117 ft. to 131 ft. | Brown clay | |
| From: 131 ft. to 208 ft. | Blue clay | |
| From: 208 ft. to 278 ft. | Brown clay | |
| From: 278 ft. to 290 ft. | Brown clay - small gravel streak | |
| From: 290 ft. to 327 ft. | Fine to medium sand and gravel | |
| From: 327 ft. to 341 ft. | Brown sandy clay | |
| From: 341 ft. to 352 ft. | Brown sandy clay - small gravel strip | |
| From: 352 ft. to 357 ft. | Fine to medium sand | |
| From: 357 ft. to 368 ft. | Fine to medium sand and gravel - clay strips | |
| From: 368 ft. to 379 ft. | Brown clay - small gravel strips | |
| From: 379 ft. to 396 ft. | Brown clay | |
| From: 396 ft. to 416 ft. | Brown sandy clay | |
| From: 416 ft. to 429 ft. | Fine to medium sand and gravel-small brown yellow rock | |
| From: 429 ft. to 438 ft. | Brown yellow clay - hard pull down 250 | |
| From: 438 ft. to 518 ft. | Shale - pull down 200 | |
| From: 518 ft. to 547 ft. | Shale - 25% Dakota sandstone streak - loose | |
| From: 547 ft. to 560 ft. | Shale - lost circulation at 560 feet | |
| From: 560 ft. to 582 ft. | Shale - 80% Dakota sandstone - loose | |
| From: 582 ft. to 600 ft. | Shale | |
| From: 600 ft. to 605 ft. | Red bed | |