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Specific Water Well Detail |
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| Location Info | |||
| Owner: Keezer, Jim | Status: Constructed | ||
| Location: T6S, R11W, Sec. 28, NE SW SW NE | County: Osborne | ||
| Directions: W Delay St, south side of street between Kansas and Roslyn St | |||
| Latitude: 39.5037097 | Longitude: -98.5510973 | Datum NAD 27 | |
| Latitude: 39.503722 | Longitude: -98.551444 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.503722 | GPS Longitude: -98.551444 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 67 ft. | Elevation: ft. | |
| Static Water Level: 21 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 18-Aug-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Watson Well Drilling | License #: 741 | |
| 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: 21 ft. | ||
| Bore hole diameter: 11 inches to 15 ft and 9.5 inches to 67 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 47 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .265 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 47 ft to 67 ft | |
| Gravel pack intervals | From: 30 ft to 67 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 30 ft. | hard tan clay | |
| From: 30 ft. to 55 ft. | medium sand tan loose | |
| From: 55 ft. to 56 ft. | hard white limestone loose | |
| From: 56 ft. to 67 ft. | coarse sand with limestone white loose | |