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Specific Water Well Detail |
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| Location Info | |||
| Owner: Broeckleman, Chris | Status: Constructed | ||
| Location: T10S, R15W, Sec. 8, NW SW SW | County: Osborne | ||
| Directions: 908 6th St, Natoma | |||
| Latitude: 39.1937071 | Longitude: -99.0271324 | Datum NAD 27 | |
| Latitude: 39.193718 | Longitude: -99.027501 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.193718 | GPS Longitude: -99.027501 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 70 ft. | Elevation: 1843 ft. | |
| Static Water Level: 15 ft. | Est. Yield: 5 gpm. | |
| Comp. Date: 06-Aug-2022 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Ground Water Development | License #: 1009 | |
| 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: ThermalPlastic
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| 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 from KOLAR.) | ||
| From: 0 ft. to 10 ft. | fine loess, dark | |
| From: 10 ft. to 15 ft. | medium gravel | |
| From: 15 ft. to 62 ft. | very fine clay, dark | |
| From: 62 ft. to 67 ft. | limestone, slightly weathered, light | |
| From: 67 ft. to 70 ft. | shale, unweathered, dark | |