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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hagerman, Rollin P. | Status: Constructed | ||
| Location: T29S, R37W, Sec. 35, SE SW NE | County: Grant | ||
| Directions: from Ulysses: 7 mi S, 2 mi E, 2680' N, 1745' W | |||
| Latitude: 37.48289 | Longitude: -101.3312782 | Datum NAD 27 | |
| Latitude: 37.4829127 | Longitude: -101.3317239 | 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: 570 ft. | Elevation: ft. | |
| Static Water Level: 316 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Jun-1994 | Well Use: Irrigation | |
| DWR Applic. #: 3146 | 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 320 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 320 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: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | Top soil | |
| From: 2 ft. to 80 ft. | Brown sandy clay | |
| From: 80 ft. to 134 ft. | Brown clay | |
| From: 134 ft. to 138 ft. | Fine to medium sand | |
| From: 138 ft. to 172 ft. | Brown clay | |
| From: 172 ft. to 235 ft. | Brown sandy clay | |
| From: 235 ft. to 261 ft. | Brown sandy clay - small gravel strip | |
| From: 261 ft. to 273 ft. | Fine to medium sand and gravel - clay streak | |
| From: 273 ft. to 291 ft. | Brown clay | |
| From: 291 ft. to 300 ft. | Brown clay - 15% fine sand | |
| From: 300 ft. to 350 ft. | Fine to medium sand and gravel - 10% clay | |
| From: 350 ft. to 407 ft. | Brown clay - 25% fine to medium sand | |
| From: 407 ft. to 410 ft. | Brown clay - small strip of brown rock | |
| From: 410 ft. to 425 ft. | Brown yellow clay | |
| From: 425 ft. to 463 ft. | Brown shale | |
| From: 463 ft. to 535 ft. | Shale Dakota 20% sandstone | |
| From: 535 ft. to 557 ft. | Shale Dakota 50% sandstone - loose | |
| From: 557 ft. to 570 ft. | Shale Dakota 15% sandstone - tight | |
| From: 570 ft. to 585 ft. | Red bed - hard pull down | |