|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Krehbiel, Stacy | Status: Constructed | ||
| Location: T26S, R7W, Sec. 11, SW SE SE NE | County: Reno | ||
| Directions: 20501 S Dean Rd | |||
| Latitude: 37.7996156 | Longitude: -98.0474517 | Datum NAD 27 | |
| Latitude: 37.79963 | Longitude: -98.04779 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.79963 | GPS Longitude: -98.04779 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 78 ft. | Elevation: 1598 ft. | |
| Static Water Level: 53 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 04-Apr-2018 | 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: 53 ft. , 64 ft. | ||
| Pump test data: Well water was 54 ft after .5 hours pumping 20 gpm | ||
| Bore hole diameter: 9 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 78 ft | |
| Casing height above land surface: 30 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: 68 ft to 78 ft | |
| Gravel pack intervals | From: 20 ft to 56 ft
From: 61 ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft
From: 56 to 61 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | sandy silt | |
| From: 4 ft. to 56 ft. | fine-coarse sand | |
| From: 56 ft. to 64 ft. | gray clay | |
| From: 64 ft. to 80 ft. | sand and gravel | |