|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: TranSystems | Status: Constructed | ||
| Location: T8S, R22E, Sec. 36, NW SE NW NW | County: Leavenworth | ||
| Directions: S 5th Street, east of building 432, south of Three Mile Creek. | |||
| Latitude: 39.3149411 | Longitude: -94.9144871 | Datum NAD 27 | |
| Latitude: 39.314943 | Longitude: -94.914733 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.314943 | GPS Longitude: -94.914733 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 15.5 ft. | Elevation: 774 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Sep-2012 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: B-3 | |
| Driller Info | ||
| Driller: Geotechnology, Inc. | 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: No | ||
| Dry Hole | ||
| Bore hole diameter: 8 inches to 16 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 10.2 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.1875 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 10.25 ft to 15.25 ft | |
| Gravel pack intervals | From: 5 ft to 15.5 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | asphalt | |
| From: 1 ft. to 15.5 ft. | brown clay | |