|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Williams, Justin | Status: Constructed | ||
| Location: T23S, R9W, Sec. 24, NE SE SE SE | County: Reno | ||
| Directions: 1901 S Sterling Rd, Abbyville | |||
| Latitude: 38.0290856 | Longitude: -98.2529868 | Datum NAD 27 | |
| Latitude: 38.0291 | Longitude: -98.25333 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.0291 | GPS Longitude: -98.25333 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1689 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 13-Dec-2017 | Well Use: Domestic | |
| 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: 31 ft. | ||
| Pump test data: Well water was 13 ft after .25 hours pumping 30 gpm | ||
| Bore hole diameter: 9 inches to 63 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
| Casing height above land surface: 12 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: 50 ft to 60 ft | |
| Gravel pack intervals | From: 23 ft to 63 ft | |
| Grout Info | ||
| Grout used: | 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 17 ft. | brown clay | |
| From: 17 ft. to 31 ft. | rocky gray clay | |
| From: 31 ft. to 42 ft. | fine sand and layers clay | |
| From: 42 ft. to 61 ft. | sand small gravel | |
| From: 61 ft. to 63 ft. | fine sand | |