|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Dick, Loren | Status: Constructed | ||
| Location: T22S, R4W, Sec. 35, NW NW NW | County: Reno | ||
| Directions: 4210 N Rayl Rd - from Buhler: 2 mi S, 2 mi E | |||
| Latitude: 38.1002717 | Longitude: -97.7373898 | Datum NAD 27 | |
| Latitude: 38.1002822 | Longitude: -97.7377148 | 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: 52 ft. | Elevation: ft. | |
| Static Water Level: 17 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Apr-1995 | Well Use: Domestic | |
| 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 25 ft after 1 hours pumping 25 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 37 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: 37 ft to 52 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: 3 to 23 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: NE | Distance: 150 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | brown clay | |
| From: 5 ft. to 15 ft. | fine sandy silt | |
| From: 15 ft. to 22 ft. | brown and gray clay | |
| From: 22 ft. to 38 ft. | sandy silt and brown clay | |
| From: 38 ft. to 52 ft. | fine sand | |
| From: 52 ft. to 55 ft. | brown clay | |
