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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T28S, R4W, Sec. 8, SE NE SE NW | County: Sedgwick | ||
| Directions: 131 N Main, 15 feet E of Cheney Town Hall, Cheney | |||
| Latitude: 37.6278535 | Longitude: -97.7808786 | Datum NAD 27 | |
| Latitude: 37.62787 | Longitude: -97.78121 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.62787 | GPS Longitude: -97.78121 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 25 ft. | Elevation: 1387.78 ft. | |
| Static Water Level: 20 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Oct-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: GSI 02 | |
| 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 ft. | ||
| Bore hole diameter: 8.25 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: | From: 1 to 13 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: West | Distance: 160 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | asphalt | |
| From: 1 ft. to 3 ft. | fill sand, black | |
| From: 3 ft. to 13 ft. | sandy lean clay, black to gray to light red brown | |
| From: 13 ft. to 25 ft. | shale, red, with calcium | |