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Specific Water Well Detail |
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| Location Info | |||
| Owner: Binder, Dan | Status: Constructed | ||
| Location: T21S, R5W, Sec. 29, SW NW NW NE | County: McPherson | ||
| Directions: 155 Arrowhead Rd, Inman | |||
| Latitude: 38.2016397 | Longitude: -97.8934385 | Datum NAD 27 | |
| Latitude: 38.20165 | Longitude: -97.89377 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.20165 | GPS Longitude: -97.89377 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: 1513 ft. | |
| Static Water Level: 9 ft. | Est. Yield: 18 gpm. | |
| Comp. Date: 08-Nov-2019 | Well Use: Domestic, Livestock | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 46 ft. | ||
| Pump test data: Well water was 60 ft after 1 hours pumping 18 gpm | ||
| Bore hole diameter: 9.5 inches to 67 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 63 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 43 ft to 63 ft | |
| Gravel pack intervals | From: 20 ft to 67 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 15 ft. | brown clay | |
| From: 15 ft. to 21 ft. | very rocky brown clay | |
| From: 21 ft. to 39 ft. | layers brown clay and silt | |
| From: 39 ft. to 46 ft. | brown clay | |
| From: 46 ft. to 62 ft. | rocky brown clay and conglomerate | |
| From: 62 ft. to 67 ft. | shale | |