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Specific Water Well Detail |
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| Location Info | |||
| Owner: Aller, Jerry and Jeanette | Status: Constructed | ||
| Location: T2S, R17E, Sec. 9, SE SE SE | County: Brown | ||
| Directions: 1596 260th St, Hiawatha (four 180-foot bores) | |||
| Latitude: 39.88548 | Longitude: -95.5095285 | Datum NAD 27 | |
| Latitude: 39.885485 | Longitude: -95.509791 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.885485 | GPS Longitude: -95.509791 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: 1132 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Jun-2022 | Well Use: Geothermal, Closed Loop, Vertical | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drlg | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Welded |
Diam: .75 in. to 180 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 180 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | clay, brown | |
| From: 8 ft. to 40 ft. | clay, tan | |
| From: 40 ft. to 68 ft. | clay, tan, with sand streaks | |
| From: 68 ft. to 75 ft. | fine sand | |
| From: 75 ft. to 97 ft. | clay, tan | |
| From: 97 ft. to 165 ft. | shale, slightly weathered, gray | |
| From: 165 ft. to 172 ft. | limestone, slightly weathered | |
| From: 172 ft. to 180 ft. | shale, slightly weathered, gray | |