|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Hiebert, Dave | Status: Constructed | ||
| Location: T22S, R4W, Sec. 5, SW SW SW SE | County: Reno | ||
| Directions: 9310 E 95th Ave, Buhler | |||
| Latitude: 38.1599488 | Longitude: -97.7842027 | Datum NAD 27 | |
| Latitude: 38.15996 | Longitude: -97.78453 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.15996 | GPS Longitude: -97.78453 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 127 ft. | Elevation: 1501 ft. | |
| Static Water Level: 29 ft. | Est. Yield: 5 gpm. | |
| Comp. Date: 09-May-2017 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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?: Yes | ||
| Ground water encountered: 117 ft. | ||
| Pump test data: Well water was 120 ft after 1.5 hours pumping 5 gpm | ||
| Bore hole diameter: 10 inches to 23 ft and 6 inches to 127 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 23 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: None | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 15 ft. | brown clay | |
| From: 15 ft. to 127 ft. | shale | |