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Specific Water Well Detail |
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| Location Info | |||
| Owner: USACE | Status: Constructed | ||
| Location: T8S, R22E, Sec. 14, SW SE NW NE | County: Leavenworth | ||
| Directions: from Fort Leavenworth: 350' SW of McPherson Ave and Warehouse Rd | |||
| Latitude: 39.3580539 | Longitude: -94.9243135 | Datum NAD 27 | |
| Latitude: 39.358053 | Longitude: -94.924557 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.358053 | GPS Longitude: -94.924557 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40.9 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Mar-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: USACE | License #: | |
| 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 1.2 ft. | asphalt and concrete | |
| From: 1.2 ft. to 2 ft. | gravel base | |
| From: 2 ft. to 8 ft. | fill, lean clay, brown | |
| From: 8 ft. to 32 ft. | lean clay, brown | |
| From: 32 ft. to 39.5 ft. | sandy lean clay, brown | |
| From: 39.5 ft. to 41.5 ft. | fat clay, yellow orange | |
| From: 41.5 ft. to 42 ft. | bedrock, weathered shale, gray brown | |