|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: ADM Milling Co. | Status: Constructed | ||
| Location: T21S, R4W, Sec. 17, NE NE NE | County: McPherson | ||
| Directions: 201 S Spruce St, Inman | |||
| Latitude: 38.2317294 | Longitude: -97.7768835 | Datum NAD 27 | |
| Latitude: 38.23174 | Longitude: -97.77721 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.23174 | GPS Longitude: -97.77721 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 29.83 ft. | Elevation: 1521.74 ft. | |
| Static Water Level: 15.26 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Aug-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 12 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 5 ft. | grass, black silty clay, some gravel | |
| From: 5 ft. to 15 ft. | brown silty clay | |
| From: 15 ft. to 20 ft. | tan silty clay | |
| From: 20 ft. to 30.2 ft. | reddish brown silty clay | |