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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Liberal | Status: Constructed | ||
| Location: T34S, R33W, Sec. 33, NE SW NW SW | County: Seward | ||
| Directions: city ROW, E. of 610 N. Washington., Liberal (KDHE: Graber Service Station U1-088-00068) | |||
| Latitude: 37.0449026 | Longitude: -100.920679 | Datum NAD 27 | |
| Latitude: 37.044928 | Longitude: -100.921125 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.044928 | GPS Longitude: -100.921125 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: 2834.72 ft. | |
| Static Water Level: 181.9 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Mar-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 19 | |
| Driller Info | ||
| Driller: Woofter Pump & Well #881 | License #: 881 | |
| 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 13 ft. | silt | |
| From: 13 ft. to 42 ft. | clay | |
| From: 42 ft. to 61 ft. | sandy clay | |
| From: 61 ft. to 81 ft. | clay with sand | |
| From: 81 ft. to 100 ft. | clay and caliche | |
| From: 100 ft. to 120 ft. | clay with caliche | |
| From: 120 ft. to 164 ft. | caliche and clay | |
| From: 164 ft. to 203 ft. | clay with sand | |