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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Bonner Springs Water | Status: Constructed | ||
| Location: T11S, R23E, Sec. 27, SW NE NW SE | County: Wyandotte | ||
| Directions: 11300 Kaw Drive, Edwardsville; just on the south side of Kaw Rd | |||
| Latitude: 39.0638684 | Longitude: -94.8407806 | Datum NAD 27 | |
| Latitude: 39.063873 | Longitude: -94.841025 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.063873 | GPS Longitude: -94.841025 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: ft. | |
| Static Water Level: 29 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-May-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW B7 | |
| Driller Info | ||
| Driller: Geotechnology Exploration, LLC | License #: 529 | |
| 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: 29 ft. | ||
| Bore hole diameter: 6 inches to 30 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 1 in. to 30 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: Continuous slot | |
| Screen-perforated intervals | From: 5 ft to 30 ft | |
| Gravel pack intervals | From: 3 ft to 30 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 3 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | silt, brown, medium stiff to soft, with occasional sand seams | |
| From: 17 ft. to 30 ft. | lean clay, gray brown and blue-gray, very soft | |