|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: KDHE | Status: Reconstructed | ||
| Location: T9S, R7E, Sec. 25, NE NW NW | County: Riley | ||
| Directions: 5321 Tuttle Creek Blvd, Manhattan | |||
| Latitude: 39.24654 | Longitude: -96.6038089 | Datum NAD 27 | |
| Latitude: 39.2465363 | Longitude: -96.6040904 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 10 ft. | Elevation: ft. | |
| Static Water Level: 7 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Sep-1994 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: 2211045 | Other ID: | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | 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?: | ||
| Ground water encountered: 7 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 4 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 0 ft to 10 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: .5 to 1.5 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 10 ft. | shale | |