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Specific Water Well Detail |
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| Location Info | |||
| Owner: Tomlinson, Peter | Status: Constructed | ||
| Location: T8S, R8E, Sec. 28, SW NE NE NW | County: Pottawatomie | ||
| Directions: 11070 State Rd 13, Manhattan (three 245-foot bores) | |||
| Latitude: 39.3327747 | Longitude: -96.5303515 | Datum NAD 27 | |
| Latitude: 39.332773 | Longitude: -96.530637 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.332773 | GPS Longitude: -96.530637 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 245 ft. | Elevation: 1366 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Sep-2016 | Well Use: Geothermal, Closed Loop, Vertical | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Flint Hills Drilling | License #: 914 | |
| 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?: Yes | ||
| Bore hole diameter: 6 inches to 245 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 245 ft | |
| Casing height above land surface: 48 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR-11 | ||
| 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 245 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | soil | |
| From: 3 ft. to 8 ft. | broken limestone | |
| From: 8 ft. to 41 ft. | gray shale | |
| From: 41 ft. to 43 ft. | limestone | |
| From: 43 ft. to 140 ft. | gray shale | |
| From: 140 ft. to 145 ft. | limestone | |
| From: 145 ft. to 245 ft. | shale with small layers of limestone interbedded | |