|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T8S, R22E, Sec. 35, NE NE NE NE | County: Leavenworth | ||
| Directions: 630 Cherokee St.; approx. 16 feet S, 4 feet W of NW corner of building, Leavenworth | |||
| Latitude: 39.3169387 | Longitude: -94.9179784 | Datum NAD 27 | |
| Latitude: 39.31694 | Longitude: -94.91822 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.31694 | GPS Longitude: -94.91822 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 15.4 ft. | Elevation: 783.99 ft. | |
| Static Water Level: 13.52 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Jan-2019 | Well Use: Environmental Remediation, Soil Vapor Extraction | |
| DWR Applic. #: | Other ID: OBS 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: No | ||
| Ground water encountered: 13.5 ft. | ||
| Bore hole diameter: 10 inches to 15 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 5.4 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: 5.4 ft to 15.4 ft | |
| Gravel pack intervals | From: 4 ft to 15.4 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 4 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: North | Distance: 45 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | concrete | |
| From: .5 ft. to 15.4 ft. | lean clay, gray, some sand layers | |