|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Carey, Jim | Status: Constructed | ||
| Location: T6S, R11W, Sec. 27, SE NW SE NW | County: Osborne | ||
| Directions: 407 DeLay St, Downs | |||
| Latitude: 39.5042081 | Longitude: -98.5374026 | Datum NAD 27 | |
| Latitude: 39.50422 | Longitude: -98.53775 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.50422 | GPS Longitude: -98.53775 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 48 ft. | Elevation: 1481 ft. | |
| Static Water Level: 24 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 20-Feb-2014 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| 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: 24 ft. | ||
| Bore hole diameter: 9 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 28 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.37 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 28 ft to 48 ft | |
| Gravel pack intervals | From: 20 ft to 48 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: W | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | Topsoil | |
| From: 1 ft. to 31 ft. | Clay, brown/tan | |
| From: 31 ft. to 38 ft. | Sand, fine to medium | |
| From: 38 ft. to 41 ft. | Sand, medium coarse | |
| From: 41 ft. to 50 ft. | Shale, gray | |