|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Wesley Towers | Status: Constructed | ||
| Location: T22S, R6W, Sec. 35, SE SE NW NE | County: Reno | ||
| Directions: 910 Coronado, Hutchinson | |||
| Latitude: 38.0968686 | Longitude: -97.9457964 | Datum NAD 27 | |
| Latitude: 38.09688 | Longitude: -97.94613 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.09688 | GPS Longitude: -97.94613 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: ft. | |
| Static Water Level: 21 ft. | Est. Yield: gpm. | |
| Comp. Date: 03-Aug-1992 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| Scanned Form | View scan |
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 22 ft after 1 hours pumping 30 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 6 in. to 30 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: Saw cut | |
| Screen-perforated intervals | From: 30 ft to 40 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: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 16 ft. | brown and gray clay | |
| From: 16 ft. to 43 ft. | sand and gravel | |