|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Foy, Mark | Status: Constructed | ||
| Location: T22S, R5W, Sec. 26, SW NW SE NW | County: Reno | ||
| Directions: from Old 61 Hwy and 56th Ave, 1 mi E and 0.25 mile S | |||
| Latitude: 38.1108878 | Longitude: -97.8436292 | Datum NAD 27 | |
| Latitude: 38.1109 | Longitude: -97.84396 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.1109 | GPS Longitude: -97.84396 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1563 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 22-Aug-2012 | 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: 44 ft. | ||
| Pump test data: Well water was 28 ft after 2 hours pumping 25 gpm | ||
| Bore hole diameter: 10 inches to 93 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 90 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 44 ft to 84 ft | |
| Gravel pack intervals | From: 20 ft to 93 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | Silty F Sand | |
| From: 5 ft. to 12 ft. | Br Clay | |
| From: 12 ft. to 19 ft. | F Sand | |
| From: 19 ft. to 44 ft. | Br Clay | |
| From: 44 ft. to 84 ft. | F Sand - Sm Layers Clay | |
| From: 84 ft. to 93 ft. | Br Clay | |