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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wynia, Richard | Status: Constructed | ||
| Location: T10S, R8E, Sec. 3, NE SW SE SE | County: Pottawatomie | ||
| Directions: 4101 Lindsey Dr, Manhattan (three 180-foot bores) | |||
| Latitude: 39.2053708 | Longitude: -96.503568 | Datum NAD 27 | |
| Latitude: 39.20537 | Longitude: -96.50385 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.20537 | GPS Longitude: -96.50385 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: 1069 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 22-May-2013 | 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 180 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 180 ft | |
| Casing height above land surface: -60 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 180 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 16 ft. | clay | |
| From: 16 ft. to 22 ft. | sand | |
| From: 22 ft. to 59 ft. | large gravel | |
| From: 59 ft. to 68 ft. | shale | |
| From: 68 ft. to 71 ft. | limestone | |
| From: 71 ft. to 168 ft. | shale | |
| From: 168 ft. to 169 ft. | limestone | |
| From: 169 ft. to 180 ft. | shale | |