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Specific Water Well Detail |
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| Location Info | |||
| Owner: Osborne County | Status: Constructed | ||
| Location: T6S, R12W, Sec. 30, SW SE SE | County: Osborne | ||
| Directions: | |||
| Latitude: 39.4965874 | Longitude: -98.6968951 | Datum NAD 27 | |
| Latitude: 39.496598 | Longitude: -98.6972453 | 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: 24.63 ft. | Elevation: ft. | |
| Static Water Level: 18.75 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Jul-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| Scanned Form | View scan |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 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 24 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: Saw cut | |
| Screen-perforated intervals | From: 9 ft to 24 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, Bentonite | From: 0 to 4 ft
From: 4 to 6 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 6.5 ft. | clay with caliche, sand, and gravel | |
| From: 6.5 ft. to 10 ft. | sand and gravel with silt and clay | |
| From: 10 ft. to 14.5 ft. | silt and clay | |
| From: 14.5 ft. to 17 ft. | silt and hard clay | |
| From: 17 ft. to 24.6 ft. | shale | |
