|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Johnson, Don | Status: Constructed | ||
| Location: T16S, R3W, Sec. 17, SW SW NE NE | County: Saline | ||
| Directions: 3365 W Hedberg Rd, Lindsborg (three 200-foot bores) | |||
| Latitude: 38.6641626 | Longitude: -97.6712368 | Datum NAD 27 | |
| Latitude: 38.66417 | Longitude: -97.671555 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.66417 | GPS Longitude: -97.671555 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: 1367 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Dec-2015 | Well Use: Geothermal, Closed Loop, Vertical | |
| 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?: No | ||
| Bore hole diameter: 6 inches to 200 ft | ||
| Casing Info | ||
| Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 200 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 | ||
| Screen and Perforation Info | ||
| Screen Type: None | Screen Openings: None | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 200 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 25 ft. | tan clay | |
| From: 25 ft. to 31 ft. | red clay | |
| From: 31 ft. to 37 ft. | tan shale | |
| From: 37 ft. to 82 ft. | red shale | |
| From: 82 ft. to 125 ft. | gray shale | |
| From: 125 ft. to 162 ft. | red shale | |
| From: 162 ft. to 200 ft. | gray shale | |