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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kansas Brick and Tile | Status: Constructed | ||
| Location: T18S, R13W, Sec. 20, SE NE NW SE | County: Barton | ||
| Directions: 767 North 281 Hwy, Hoisington | |||
| Latitude: 38.4690041 | Longitude: -98.7794479 | Datum NAD 27 | |
| Latitude: 38.469018 | Longitude: -98.779811 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.469018 | GPS Longitude: -98.779811 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 59 ft. | Elevation: 1863 ft. | |
| Static Water Level: 37.49 ft. | Est. Yield: 1 gpm. | |
| Comp. Date: 25-Mar-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW-1R | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: No | ||
| Ground water encountered: 39 ft. | ||
| Bore hole diameter: 6 inches to 59 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 59 ft | |
| Casing height above land surface: 31 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 39 ft to 59 ft | |
| Gravel pack intervals | From: 34 ft to 59 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 34 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Fill including gravel and brick | |
| From: 3 ft. to 59 ft. | alternating zones of tan, brown, yellow, red, gray, green clay and silty clay with thin interbedded layers of brown fine silt and sand | |