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Specific Water Well Detail |
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| Location Info | |||
| Owner: Midway Coop | Status: Constructed | ||
| Location: T7S, R13W, Sec. 13, SE NW NW NE | County: Osborne | ||
| Directions: from Hwy 24 and S 130th Ave, 0.5 mi E, S into site, S center property line | |||
| Latitude: 39.4511179 | Longitude: -98.7207065 | Datum NAD 27 | |
| Latitude: 39.45113 | Longitude: -98.72106 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.45113 | GPS Longitude: -98.72106 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 70 ft. | Elevation: 1591 ft. | |
| Static Water Level: 54.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Jun-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Pratt Well Service | License #: 665 | |
| 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: 54.5 ft. | ||
| Bore hole diameter: 6 inches to 70 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 60 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 60 ft to 70 ft | |
| Gravel pack intervals | From: 57 ft to 70 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 57 ft | |
| Source of Possible Contamination | ||
| Source: Fertilizer Plant | ||
| Direction from well: N | Distance: 350 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | Silty Clay | |
| From: 20 ft. to 50 ft. | Gray Clay | |
| From: 50 ft. to 60 ft. | Clay/Sand | |
| From: 60 ft. to 68 ft. | Sand | |
| From: 68 ft. to 70 ft. | Shale | |