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Specific Water Well Detail |
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| Location Info | |||
| Owner: Boeing Co. | Status: Constructed | ||
| Location: T13S, R23E, Sec. 36, SE SE NW | County: Johnson | ||
| Directions: Corner of Lane St and Ocheltree St | |||
| Latitude: 38.8768273 | Longitude: -94.8069104 | Datum NAD 27 | |
| Latitude: 38.8768489 | Longitude: -94.8071526 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.8768489 | GPS Longitude: -94.8071526 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 1045.42 ft. | |
| Static Water Level: 5.07 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-May-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 49 B | |
| Driller Info | ||
| Driller: Cascade Drilling | License #: 597 | |
| 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 1 ft. | asphalt and gravel | |
| From: 1 ft. to 2 ft. | silty clay | |
| From: 2 ft. to 7 ft. | clay | |
| From: 7 ft. to 9 ft. | silty clay | |
| From: 9 ft. to 11 ft. | silt with clay | |
| From: 11 ft. to 14 ft. | silty weathered shale | |
| From: 14 ft. to 17.5 ft. | competent limestone | |
| From: 17.5 ft. to 20 ft. | silty weathered shale | |
| From: 20 ft. to 24.5 ft. | competent shale | |
| From: 24.5 ft. to 25 ft. | competent limestone | |