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Specific Water Well Detail |
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| Location Info | |||
| Owner: Giesbrecht, Galen | Status: Constructed | ||
| Location: T28S, R35W, Sec. 28, NW NE | County: Grant | ||
| Directions: from Ulysses: 12 mi E, 1.5 mi, .25 mi W, 150' W of old well | |||
| Latitude: 37.5890731 | Longitude: -101.1514945 | Datum NAD 27 | |
| Latitude: 37.5890958 | Longitude: -101.1519418 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 570 ft. | Elevation: ft. | |
| Static Water Level: 320 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-May-1987 | Well Use: Irrigation | |
| DWR Applic. #: 26660 | 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?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 4555 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 455 ft to 570 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | Top soil | |
| From: 6 ft. to 39 ft. | Brown clay | |
| From: 39 ft. to 52 ft. | Fine to medium sand and gravel - loose | |
| From: 52 ft. to 97 ft. | Medium coarse gravel - small clay strip - loose | |
| From: 97 ft. to 113 ft. | Fine to medium sand and gravel - loose | |
| From: 113 ft. to 126 ft. | Medium coarse gravel | |
| From: 126 ft. to 131 ft. | Fine to medium sand and gravel | |
| From: 131 ft. to 168 ft. | Brown clay | |
| From: 168 ft. to 213 ft. | Blue clay - sticky | |
| From: 213 ft. to 229 ft. | Fine to medium sand and gravel | |
| From: 229 ft. to 236 ft. | Brown clay - small hard strip | |
| From: 236 ft. to 264 ft. | Fine to medium sand and gravel | |
| From: 264 ft. to 289 ft. | Brown clay | |
| From: 289 ft. to 331 ft. | Fine to medium sand and gravel - loose | |
| From: 331 ft. to 457 ft. | Brown clay | |
| From: 457 ft. to 470 ft. | Fine to medium sand and gravel - loose | |
| From: 470 ft. to 512 ft. | Brown clay - small white rock - no good | |
| From: 512 ft. to 515 ft. | Fine to medium sand and gravel - brown yellow rock mixed - loose | |
| From: 515 ft. to 530 ft. | Fine to medium sand and gravel - brown rock - 15% clay | |
| From: 530 ft. to 546 ft. | Brown yellow rock - 25% clay | |
| From: 546 ft. to 562 ft. | Brown clay - brown rock - mixed | |
| From: 562 ft. to 575 ft. | Brown clay - tight | |
| From: 575 ft. to 635 ft. | Blue shale - hard | |