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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kennedy, Mark | Status: Constructed | ||
| Location: T17S, R10W, Sec. 30, NW NE NE SW | County: Ellsworth | ||
| Directions: 2321 Hwy 156, Bushton | |||
| Latitude: 38.5432183 | Longitude: -98.4719798 | Datum NAD 27 | |
| Latitude: 38.54323 | Longitude: -98.47233 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.54323 | GPS Longitude: -98.47233 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1815 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 24-Sep-2019 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Bushell Water Well 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: 30 ft. , 60 ft. | ||
| Bore hole diameter: 9.75 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 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: 50 ft to 80 ft | |
| Gravel pack intervals | From: 45 ft to 80 ft
From: 23 ft to ft | |
| Grout Info | ||
| Grout used: | From: 30 to 45 ft
From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | dirt | |
| From: 20 ft. to 25 ft. | brown clay | |
| From: 25 ft. to 30 ft. | gray clay | |
| From: 30 ft. to 60 ft. | sand | |
| From: 60 ft. to 70 ft. | gray clay | |
| From: 70 ft. to 80 ft. | red clay | |