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Specific Water Well Detail |
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| Location Info | |||
| Owner: J. H. Siebert Estate | Status: Constructed | ||
| Location: T27S, R37W, Sec. 13, NE SE SW | County: Grant | ||
| Directions: from Ulysses: 6 mi N, 3 mi E, 1 mi N, 1043' N, 2705' W | |||
| Latitude: 37.6953065 | Longitude: -101.318829 | Datum NAD 27 | |
| Latitude: 37.6953251 | Longitude: -101.3192782 | 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: 620 ft. | Elevation: ft. | |
| Static Water Level: 289 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jan-1994 | Well Use: Irrigation | |
| DWR Applic. #: 11680 | 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 395 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: 395 ft to 620 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 7 ft. | Top soil | |
| From: 7 ft. to 41 ft. | Brown clay | |
| From: 41 ft. to 56 ft. | Brown sandy clay | |
| From: 56 ft. to 102 ft. | Brown clay | |
| From: 102 ft. to 116 ft. | Gray clay | |
| From: 116 ft. to 155 ft. | Brown sandy clay - small sand strip | |
| From: 155 ft. to 179 ft. | Fine to medium sand | |
| From: 179 ft. to 188 ft. | Brown sandy clay | |
| From: 188 ft. to 232 ft. | Brown sandy clay - 15% sand | |
| From: 232 ft. to 275 ft. | Fine to medium sand gravel | |
| From: 275 ft. to 355 ft. | Brown sandy clay | |
| From: 355 ft. to 397 ft. | Fine sand - tight | |
| From: 397 ft. to 415 ft. | Fine sand - 10% clay - tight | |
| From: 415 ft. to 420 ft. | Yellow clay - hard pull down | |
| From: 420 ft. to 447 ft. | Shale - hard pull down | |
| From: 447 ft. to 549 ft. | Shale - hard pull down | |
| From: 549 ft. to 555 ft. | Dakota sandstone - tight | |
| From: 555 ft. to 614 ft. | Dakota sandstone - loose | |
| From: 614 ft. to 615 ft. | Shale - hard pull down | |