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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T32S, R1W, Sec. 14, NW NW NE SW | County: Sumner | ||
| Directions: 180 feet S, 7 feet E of SEC of 8th St. and Washington Ave, Wellington | |||
| Latitude: 37.2671166 | Longitude: -97.3976228 | Datum NAD 27 | |
| Latitude: 37.26714 | Longitude: -97.39795 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.26714 | GPS Longitude: -97.39795 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 24 ft. | Elevation: 1222.09 ft. | |
| Static Water Level: 17.6 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-May-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: DMW-10 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | 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?: No | ||
| Ground water encountered: 17.6 ft. | ||
| Bore hole diameter: 8 inches to 24 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 14 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 14 ft to 24 ft | |
| Gravel pack intervals | From: 8.5 ft to 24 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 8.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | Asphalt | |
| From: 1 ft. to 11 ft. | Clay, black to gray to brown, silty | |
| From: 11 ft. to 17 ft. | Sandy Clay, red brown | |
| From: 17 ft. to 19 ft. | Sand, poorly graded, coarse to fine | |
| From: 19 ft. to 24 ft. | Shale | |