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Specific Water Well Detail |
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| Location Info | |||
| Owner: Richardson, Don and Elva | Status: Constructed | ||
| Location: T29S, R1E, Sec. 8, NW NE NE SE | County: Sedgwick | ||
| Directions: 136 E Kirby St, Haysville | |||
| Latitude: 37.5424674 | Longitude: -97.3351884 | Datum NAD 27 | |
| Latitude: 37.542487 | Longitude: -97.335513 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.542487 | GPS Longitude: -97.335513 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1259 ft. | |
| Static Water Level: 13 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 12-Apr-2019 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| 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: 12 ft. | ||
| Bore hole diameter: 12.25 inches to 35 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 5 in. to 15 ft | |
| Casing height above land surface: 18 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 35 ft | |
| Gravel pack intervals | From: 13 ft to 35 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 13 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2.5 ft. | lean clay, black to dark brown | |
| From: 2.5 ft. to 8.5 ft. | fat clay, dark brown to light brown | |
| From: 8.5 ft. to 40 ft. | poorly graded sand, brown to light brown | |