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Specific Water Well Detail |
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| Location Info | |||
| Owner: Amerine, Joe | Status: Constructed | ||
| Location: T34S, R33W, Sec. 26, NE NE NW SE | County: Seward | ||
| Directions: from Liberal: 1 mi E on Hwy 54 | |||
| Latitude: 37.0630749 | Longitude: -100.8697395 | Datum NAD 27 | |
| Latitude: 37.0631 | Longitude: -100.870183 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.0631 | GPS Longitude: -100.870183 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 270 ft. | Elevation: 2848 ft. | |
| Static Water Level: 159 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 14-Aug-2010 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bartel Well Drilling, Inc. | License #: 101 | |
| 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 18 ft. | sandy top soil | |
| From: 18 ft. to 25 ft. | sandy brown clay | |
| From: 25 ft. to 40 ft. | caliche | |
| From: 40 ft. to 70 ft. | sandy brown clay | |
| From: 70 ft. to 160 ft. | sand and gravel | |
| From: 160 ft. to 175 ft. | brown clay | |
| From: 175 ft. to 270 ft. | sand and gravel | |