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Specific Water Well Detail |
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| Location Info | |||
| Owner: Boanee, John | Status: Constructed | ||
| Location: T10S, R22E, Sec. 16, NW NE NE NE | County: Leavenworth | ||
| Directions: 16391 Fairmount Rd, Basehor | |||
| Latitude: 39.1857379 | Longitude: -94.9586932 | Datum NAD 27 | |
| Latitude: 39.18574 | Longitude: -94.95894 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.18574 | GPS Longitude: -94.95894 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 79 ft. | Elevation: 918 ft. | |
| Static Water Level: 22 ft. | Est. Yield: 18 gpm. | |
| Comp. Date: 10-Jul-2013 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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?: Yes | ||
| Ground water encountered: 25 ft. | ||
| Bore hole diameter: 10 inches to 79 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 79 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 40 ft | |
| Gravel pack intervals | From: 20 ft to 79 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | Clay | |
| From: 20 ft. to 32 ft. | Sand | |
| From: 32 ft. to 34 ft. | Gravel | |
| From: 34 ft. to 79 ft. | Gray Shale | |