|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Bridwell, Shane | Status: Constructed | ||
| Location: T5S, R18W, Sec. 11, NE SE NE NE | County: Phillips | ||
| Directions: 2529 Hwy 183, Glade | |||
| Latitude: 39.6379668 | Longitude: -99.309503 | Datum NAD 27 | |
| Latitude: 39.637977 | Longitude: -99.309878 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.637977 | GPS Longitude: -99.309878 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1859 ft. | |
| Static Water Level: 15 ft. | Est. Yield: 2 gpm. | |
| Comp. Date: 18-Feb-2015 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Karst Water Well Drilling & Service, Inc. | License #: 199 | |
| 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: 15 ft. | ||
| Pump test data: Well water was 47 ft after 3 hours pumping 3 gpm | ||
| Bore hole diameter: 10 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 50 ft | |
| Casing height above land surface: 36 in
Casing Weight: 2.91 lbs/ft Wall thickness or gauge no.: .21 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 10 ft to 50 ft | |
| Gravel pack intervals | From: 10 ft to 50 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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: 3 ft. to 19 ft. | Clay and Rock | |
| From: 19 ft. to 41 ft. | Weathered Shale | |
| From: 41 ft. to 50 ft. | Weathered Shale and Black Shale | |