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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nix, Phil | Status: Constructed | ||
| Location: T35S, R34W, Sec. 3, SW SE SE | County: Seward | ||
| Directions: from Liberal: on W 2nd St Rd, 2.1 mi W | |||
| Latitude: 37.0259183 | Longitude: -100.9974629 | Datum NAD 27 | |
| Latitude: 37.0259446 | Longitude: -100.9979091 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 104.5 ft. | Elevation: 2907.35 ft. | |
| Static Water Level: 89.4 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Aug-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | License #: 531 | |
| 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?: | ||
| Ground water encountered: 92 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 4 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 74 ft to 104 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 3 to 73 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 53 ft. | sands with interbedded clays | |
| From: 53 ft. to 110.5 ft. | clays | |