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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wichita State University | Status: Constructed | ||
| Location: T29S, R3W, Sec. 8, NE SW NW SW | County: Sedgwick | ||
| Directions: North of intersection of 87th St S and 295th St W, east of 295th St W, Viola | |||
| Latitude: 37.5377815 | Longitude: -97.6773805 | Datum NAD 27 | |
| Latitude: 37.5378 | Longitude: -97.67771 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.5378 | GPS Longitude: -97.67771 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 1300 ft. | |
| Static Water Level: 11.61 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Sep-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| 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: 11 ft. | ||
| Bore hole diameter: 8.25 inches to 20 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 10 ft | |
| Casing height above land surface: 36 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: 10 ft to 20 ft | |
| Gravel pack intervals | From: 7.5 ft to 20 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 7.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil, dark brown | |
| From: 3 ft. to 5 ft. | sandy layer, dark brown | |
| From: 5 ft. to 10 ft. | silty to sandy, red, fine | |
| From: 10 ft. to 15 ft. | sandy to silty clay, light brown to red | |
| From: 15 ft. to 20 ft. | silty to sandy, red brown | |