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Specific Water Well Detail |
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| Location Info | |||
| Owner: Burkholder, Amos | Status: Constructed | ||
| Location: T11S, R3E, Sec. 1, SW SE SW | County: Dickinson | ||
| Directions: 1825 3600 Ave, Wakefield | |||
| Latitude: 39.118735 | Longitude: -97.0504199 | Datum NAD 27 | |
| Latitude: 39.1187 | Longitude: -97.050716 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.1187 | GPS Longitude: -97.050716 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 1259 ft. | |
| Static Water Level: 110 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 09-Dec-2021 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drlg. & Pump | License #: 451 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 49 ft. | limestone | |
| From: 49 ft. to 62 ft. | yellow shale | |
| From: 62 ft. to 87 ft. | brown shale | |
| From: 87 ft. to 111 ft. | limestone | |
| From: 111 ft. to 117 ft. | tan shale | |
| From: 117 ft. to 126 ft. | limestone | |
| From: 126 ft. to 145 ft. | brown shale | |
| From: 145 ft. to 152 ft. | limestone | |
| From: 152 ft. to 160 ft. | gray oily shale | |