|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Deidrich, Ron | Status: Constructed | ||
| Location: T1S, R29W, Sec. 10, NW NW NW SE | County: Decatur | ||
| Directions: 2845 960 Rd, Oberlin | |||
| Latitude: 39.9792143 | Longitude: -100.5606838 | Datum NAD 27 | |
| Latitude: 39.979222 | Longitude: -100.561111 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.979222 | GPS Longitude: -100.561111 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 68 ft. | Elevation: 2557 ft. | |
| Static Water Level: 36 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 27-Aug-2013 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Wilcox Well Drilling, LLC | License #: 701 | |
| 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: 36 ft. | ||
| Bore hole diameter: 11 inches to 68 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 68 ft | |
| Casing height above land surface: 12 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 48 ft to 68 ft | |
| Gravel pack intervals | From: 0 ft to 5 ft
From: 25 ft to 68 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: E | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | topsoil and sand | |
| From: 20 ft. to 40 ft. | brown clay and sand | |
| From: 40 ft. to 60 ft. | brown clay and sand | |
| From: 60 ft. to 66 ft. | coarse sand | |
| From: 66 ft. to 68 ft. | ochre, shale | |