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Specific Water Well Detail |
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| Location Info | |||
| Owner: Winckler, Mark | Status: Constructed | ||
| Location: T11S, R10W, Sec. 33, NE NW NW SE | County: Lincoln | ||
| Directions: from East Milo Dr and 40th Rd, 0.5 mi W and 0.5 mi N | |||
| Latitude: 39.0519192 | Longitude: -98.4371886 | Datum NAD 27 | |
| Latitude: 39.05193 | Longitude: -98.43753 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.05193 | GPS Longitude: -98.43753 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1516 ft. | |
| Static Water Level: 32 ft. | Est. Yield: 18 gpm. | |
| Comp. Date: 09-Mar-2021 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bushell Water Well Drilling and Service | License #: 870 | |
| 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?: Yes | ||
| Ground water encountered: 32 ft. | ||
| Bore hole diameter: 8.75 inches to 60 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 160 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 60 ft | |
| Gravel pack intervals | From: 28 ft to 60 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 28 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 9 ft. | dirt | |
| From: 9 ft. to 15 ft. | sand rock | |
| From: 15 ft. to 20 ft. | gray clay | |
| From: 20 ft. to 24 ft. | black shale | |
| From: 24 ft. to 30 ft. | gray clay | |
| From: 30 ft. to 58 ft. | sand | |
| From: 58 ft. to 60 ft. | gray clay | |