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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bixenman, Ron | Status: Constructed | ||
| Location: T10S, R29W, Sec. 2, NW NE NW | County: Sheridan | ||
| Directions: 319' from N section line, 1481' from W section line | |||
| Latitude: 39.2189891 | Longitude: -100.5295922 | Datum NAD 27 | |
| Latitude: 39.2189957 | Longitude: -100.5300115 | 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: 154 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Dec-2013 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: D & R Pump Service, LLC | License #: 838 | |
| 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. | surface | |
| From: 2 ft. to 12 ft. | loess | |
| From: 12 ft. to 33 ft. | clay | |
| From: 33 ft. to 40 ft. | fine to some medium sand | |
| From: 40 ft. to 78 ft. | clay and caliche | |
| From: 78 ft. to 82 ft. | fine to medium sand | |
| From: 82 ft. to 108 ft. | clay and caliche | |
| From: 108 ft. to 120 ft. | fine to some medium sand with caliche | |
| From: 120 ft. to 147 ft. | caliche with sand streaks | |
| From: 147 ft. to 160 ft. | yellow ochre | |