|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Industrial Electric Co | Status: Constructed | ||
| Location: T19S, R3W, Sec. 20, SE NW NW SW | County: McPherson | ||
| Directions: 1325 N 81 Bypass, McPherson | |||
| Latitude: 38.3824901 | Longitude: -97.6831978 | Datum NAD 27 | |
| Latitude: 38.3825 | Longitude: -97.68352 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.3825 | GPS Longitude: -97.68352 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 163 ft. | Elevation: 1500 ft. | |
| Static Water Level: 101 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 23-Oct-2012 | Well Use: Domestic, Lawn and Garden | |
| 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: 101 ft. | ||
| Bore hole diameter: 9 inches to 168 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 163 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: 140 ft to 160 ft | |
| Gravel pack intervals | From: 23 ft to 168 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 89 ft. | Rocky Br Clay | |
| From: 89 ft. to 97 ft. | Fine-coarse Sand, small layers Clay | |
| From: 97 ft. to 162 ft. | Sand and small Gravel | |
| From: 162 ft. to 168 ft. | Layers Sand and Clay | |