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Specific Water Well Detail |
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| Location Info | |||
| Owner: Morehead, Larry | Status: Constructed | ||
| Location: T10S, R9E, Sec. 21, NW NW SW SW | County: Riley | ||
| Directions: 660 Tabor Valley Rd, Manhattan | |||
| Latitude: 39.1628289 | Longitude: -96.4255731 | Datum NAD 27 | |
| Latitude: 39.162828 | Longitude: -96.425853 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.162828 | GPS Longitude: -96.425853 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 250 ft. | Elevation: 1011 ft. | |
| Static Water Level: 22 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Jun-2015 | Well Use: Geothermal, Closed Loop, Vertical | |
| 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?: No | ||
| Ground water encountered: 30 ft. | ||
| Bore hole diameter: 6 inches to 250 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 250 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 | ||
| 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 250 ft | |
| Source of Possible Contamination | ||
| Source: House | ||
| Direction from well: N | Distance: 11 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 30 ft. | clay | |
| From: 30 ft. to 88 ft. | sand | |
| From: 88 ft. to 203 ft. | gray shale | |
| From: 203 ft. to 213 ft. | limestone | |
| From: 231 ft. to 250 ft. | gray shale | |