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Specific Water Well Detail |
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| Location Info | |||
| Owner: Horn, Frank | Status: Constructed | ||
| Location: T11S, R23E, Sec. 29, NW SE SE | County: Wyandotte | ||
| Directions: 735 E Front St, Bonner Springs | |||
| Latitude: 39.060576 | Longitude: -94.8756379 | Datum NAD 27 | |
| Latitude: 39.06058 | Longitude: -94.87588 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.06058 | GPS Longitude: -94.87588 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 24.2 ft. | Elevation: 807.78 ft. | |
| Static Water Level: 17.22 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Jan-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | asphalt | |
| From: .5 ft. to 5 ft. | gravel intermixed with silty clay | |
| From: 5 ft. to 10 ft. | light brown with trace iron silty clay | |
| From: 10 ft. to 20 ft. | light brown to gray clayey silt | |
| From: 20 ft. to 25 ft. | clayey silt with intermittent limestone | |