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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gfeller, Jarred | Status: Constructed | ||
| Location: T10S, R3E, Sec. 22, NE NW NE SE | County: Clay | ||
| Directions: 349 Quail Rd, Wakefield | |||
| Latitude: 39.1685167 | Longitude: -97.0755471 | Datum NAD 27 | |
| Latitude: 39.168514 | Longitude: -97.075843 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.168514 | GPS Longitude: -97.075843 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: 1310 ft. | |
| Static Water Level: ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 03-Sep-2014 | 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: 140 ft. | ||
| Bore hole diameter: 6 inches to 200 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 200 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 200 ft | |
| Source of Possible Contamination | ||
| Source: HOUSE | ||
| Direction from well: E | Distance: 18 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 13 ft. | CLAY | |
| From: 13 ft. to 21 ft. | LIMESTONE | |
| From: 21 ft. to 86 ft. | SHALE | |
| From: 86 ft. to 93 ft. | LIMESTONE | |
| From: 93 ft. to 140 ft. | SHALE | |
| From: 140 ft. to 156 ft. | LIMESTONE | |
| From: 156 ft. to 200 ft. | SHALE | |