|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Lloyd, Butch | Status: Constructed | ||
| Location: T15S, R8W, Sec. 16, SE NW NE SW | County: Ellsworth | ||
| Directions: 960 Hwy 56, Ellsworth | |||
| Latitude: 38.7456683 | Longitude: -98.2180738 | Datum NAD 27 | |
| Latitude: 38.74568 | Longitude: -98.21841 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.74568 | GPS Longitude: -98.21841 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 120 ft. | Elevation: 1604 ft. | |
| Static Water Level: 45 ft. | Est. Yield: 4 gpm. | |
| Comp. Date: 03-Aug-2011 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 85 ft. , 105 ft. | ||
| Bore hole diameter: 10 inches to 60 ft and 6 inches to 120 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 60 ft
Diam: 3 in. to 120 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR32 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 100 ft to 120 ft | |
| Gravel pack intervals | From: 20 ft to 120 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Water Well | ||
| Direction from well: N | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | Topsoil | |
| From: 2 ft. to 56 ft. | Sand | |
| From: 56 ft. to 84 ft. | Red Shale | |
| From: 84 ft. to 86 ft. | Limestone | |
| From: 86 ft. to 120 ft. | Gray Shale | |