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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T8S, R22E, Sec. 35, NE NE NE NE | County: Leavenworth | ||
| Directions: 630 Cherokee St.; approx. 12 feet S of west SW corner of building, Leavenworth | |||
| Latitude: 39.3168785 | Longitude: -94.9179278 | Datum NAD 27 | |
| Latitude: 39.31688 | Longitude: -94.91817 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.31688 | GPS Longitude: -94.91817 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 25.3 ft. | Elevation: 783.62 ft. | |
| Static Water Level: 16.05 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Jan-2019 | Well Use: Environmental Remediation, Air Sparge | |
| DWR Applic. #: | Other ID: IAS 1 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No | ||
| Ground water encountered: 11 ft. | ||
| Bore hole diameter: 8 inches to 25 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 23.3 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 23.3 ft to 25.3 ft | |
| Gravel pack intervals | From: 21 ft to 25.3 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 21 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: North | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | concrete | |
| From: .5 ft. to 25.3 ft. | lean clay, brown to yellow brown, some sand | |