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Specific Water Well Detail |
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| Location Info | |||
| Owner: Soukup, Jim | Status: Constructed | ||
| Location: T14S, R9W, Sec. 15, SE NW SW NE | County: Ellsworth | ||
| Directions: East of 10th Rd. on Ave C .5 miles | |||
| Latitude: 38.8366398 | Longitude: -98.3068812 | Datum NAD 27 | |
| Latitude: 38.83665 | Longitude: -98.30722 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.83665 | GPS Longitude: -98.30722 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1681 ft. | |
| Static Water Level: 60 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 15-Aug-2012 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 60 ft. | ||
| Bore hole diameter: 10 inches to 100 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 100 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 80 ft to 100 ft | |
| Gravel pack intervals | From: 20 ft to 100 ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: In open pasture | ||
| Direction from well: N | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 30 ft. | red shale | |
| From: 30 ft. to 40 ft. | tan shale | |
| From: 40 ft. to 45 ft. | gray shale | |
| From: 45 ft. to 46 ft. | tan shale | |
| From: 46 ft. to 100 ft. | sandstone | |