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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gogckel, Mark | Status: Constructed | ||
| Location: T2S, R5E, Sec. 21, SE SW SE SE | County: Washington | ||
| Directions: 2779 20th Road, Hanover (three 200-foot bores) | |||
| Latitude: 39.8570761 | Longitude: -96.8645266 | Datum NAD 27 | |
| Latitude: 39.85708 | Longitude: -96.86483 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.85708 | GPS Longitude: -96.86483 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: 1290 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 21-May-2013 | Well Use: Geothermal, Closed Loop, Vertical | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| 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?: No | ||
| Dry Hole | ||
| Bore hole diameter: 5 inches to 200 ft | ||
| Casing Info | ||
| Casing Type: Polyethylene loops
Casing Joints: Glued |
Diam: .75 in. to 200 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: ..95 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: None | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 200 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: SE | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | Topsoil | |
| From: 1 ft. to 200 ft. | Shale/Limestone, some fractured materials between 60 and 100 feet | |