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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corrections Corp. of America | Status: Constructed | ||
| Location: T9S, R23E, Sec. 18, SE NE NW | County: Leavenworth | ||
| Directions: 100 Highway Terrace, Leavenworth (A4-052-40533) | |||
| Latitude: 39.2714417 | Longitude: -94.8924439 | Datum NAD 27 | |
| Latitude: 39.27146 | Longitude: -94.89269 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.27146 | GPS Longitude: -94.89269 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 24 ft. | Elevation: 855 ft. | |
| Static Water Level: 10.09 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Dec-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: Larsen & Associates | 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 14 ft | |
| Casing height above land surface: -27.36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.154'' | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 14 ft to 24 ft | |
| Gravel pack intervals | From: 12 ft to 24 ft | |
| Grout Info | ||
| Grout used: | From: 0 to .5 ft
From: .5 to 12 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | asphalt | |
| From: .5 ft. to 5 ft. | clay | |
| From: 5 ft. to 24 ft. | silty clay | |