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Specific Water Well Detail |
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| Location Info | |||
| Owner: Doane, Gary | Status: Constructed | ||
| Location: T6S, R11W, Sec. 8, NE NW NW NW | County: Osborne | ||
| Directions: S 50th Ave and W 10th Dr, E to first driveway and then S | |||
| Latitude: 39.5526872 | Longitude: -98.5791514 | Datum NAD 27 | |
| Latitude: 39.5527 | Longitude: -98.5795 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.5527 | GPS Longitude: -98.5795 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1570 ft. | |
| Static Water Level: 36 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 16-Apr-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: T and T Water Well Drilling | License #: 905 | |
| 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?: Yes | ||
| Ground water encountered: 38 ft. | ||
| Bore hole diameter: 9 inches to 60 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
| Casing height above land surface: 24 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: 40 ft to 60 ft | |
| Gravel pack intervals | From: 20 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 22 ft. | clay | |
| From: 22 ft. to 38 ft. | sandy clay | |
| From: 38 ft. to 57 ft. | gravel | |
| From: 57 ft. to 60 ft. | shale | |