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Specific Water Well Detail |
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| Location Info | |||
| Owner: Farley, John | Status: Constructed | ||
| Location: T11S, R7E, Sec. 11, SW NE SW SE | County: Riley | ||
| Directions: 5219 McDowell Creek Rd., Manhattan | |||
| Latitude: 39.1043618 | Longitude: -96.6214354 | Datum NAD 27 | |
| Latitude: 39.10436 | Longitude: -96.62172 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.10436 | GPS Longitude: -96.62172 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 185 ft. | Elevation: 1176 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Jan-2012 | 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 | ||
| Bore hole diameter: 6 inches to 185 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 185 ft | |
| Casing height above land surface: -18 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 185 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | Shale | |
| From: 10 ft. to 13 ft. | Limestone | |
| From: 13 ft. to 110 ft. | Shale | |
| From: 110 ft. to 115 ft. | Limestone | |
| From: 115 ft. to 140 ft. | Shale | |
| From: 140 ft. to 142 ft. | Limestone | |
| From: 142 ft. to 170 ft. | Shale | |
| From: 170 ft. to 174 ft. | Limestone | |
| From: 174 ft. to 185 ft. | Shale | |