|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T32S, R1W, Sec. 14, SE SW SE NW | County: Sumner | ||
| Directions: from NW corner of 8th St and C St, 90 feet N and 8 feet W, Wellington | |||
| Latitude: 37.268067 | Longitude: -97.3965027 | Datum NAD 27 | |
| Latitude: 37.26809 | Longitude: -97.39683 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.26809 | GPS Longitude: -97.39683 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 25 ft. | Elevation: 1223.11 ft. | |
| Static Water Level: 18.31 ft. | Est. Yield: gpm. | |
| Comp. Date: 13-May-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: DMW 14 | |
| 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: No | ||
| Ground water encountered: 18.3 ft. | ||
| Bore hole diameter: 8 inches to 25 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 15 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: 15 ft to 25 ft | |
| Gravel pack intervals | From: 13 ft to 25 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 13 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 16 ft. | Silty Clay, brown to red brown | |
| From: 16 ft. to 20 ft. | Sand, with 1-3 inch diameter gravel, poorly graded | |
| From: 20 ft. to 25 ft. | Shale | |