|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Kaufman, Bob | Status: Constructed | ||
| Location: T20S, R3W, Sec. 34, SE NE SE SW | County: McPherson | ||
| Directions: 15-- Chisholm Rd | |||
| Latitude: 38.2626504 | Longitude: -97.6399866 | Datum NAD 27 | |
| Latitude: 38.26266 | Longitude: -97.64031 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.26266 | GPS Longitude: -97.64031 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 81 ft. | Elevation: 1460 ft. | |
| Static Water Level: 45 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 18-Jul-2012 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 45 ft. | ||
| Pump test data: Well water was 52 ft after .5 hours pumping 30 gpm | ||
| Bore hole diameter: 9 inches to 84 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 81 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 61 ft to 81 ft | |
| Gravel pack intervals | From: 23 ft to 84 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: E | Distance: 14 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 23 ft. | Br Clay | |
| From: 23 ft. to 33 ft. | Gr Clay | |
| From: 33 ft. to 40 ft. | F Sand | |
| From: 40 ft. to 55 ft. | Sand and small Gravel | |
| From: 55 ft. to 80 ft. | Sand and small Gravel, Layers Clay | |
| From: 80 ft. to 84 ft. | Shale | |