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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schroeder, T J | Status: Constructed | ||
| Location: T19S, R4W, Sec. 5, SE NW NW NW | County: McPherson | ||
| Directions: E of 7th, S of Overland Rd | |||
| Latitude: 38.4335403 | Longitude: -97.7941906 | Datum NAD 27 | |
| Latitude: 38.43355 | Longitude: -97.79452 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.43355 | GPS Longitude: -97.79452 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 149 ft. | Elevation: 1493 ft. | |
| Static Water Level: 120 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 15-Mar-2013 | 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 120 ft. | ||
| Pump test data: Well water was 145 ft after 1 hours pumping 3 gpm | ||
| Bore hole diameter: 10 inches to 58 ft and 6 inches to 149 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 58 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| 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: 3 to 23 ft
From: 53 to 58 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 22 ft. | Br Clay | |
| From: 22 ft. to 38 ft. | F - C Sand | |
| From: 38 ft. to 49 ft. | Br Clay | |
| From: 49 ft. to 53 ft. | Gr Clay | |
| From: 53 ft. to 53.5 ft. | C Sand | |
| From: 53.5 ft. to 149 ft. | Shale | |