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Specific Water Well Detail |
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| Location Info | |||
| Owner: Klocke, Nathan | Status: Constructed | ||
| Location: T6S, R6E, Sec. 11, NW SE SW NW | County: Riley | ||
| Directions: NE of 8400 Rd W and Swede Creek Rd | |||
| Latitude: 39.5458801 | Longitude: -96.7327142 | Datum NAD 27 | |
| Latitude: 39.545879 | Longitude: -96.733009 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.545879 | GPS Longitude: -96.733009 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1350 ft. | |
| Static Water Level: 56 ft. | Est. Yield: 8.5 gpm. | |
| Comp. Date: 17-Jul-2015 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 68 ft. | ||
| Bore hole diameter: 10 inches to 100 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 100 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 100 ft | |
| Gravel pack intervals | From: 20 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 1 ft. | top soil | |
| From: 1 ft. to 18 ft. | gray shale | |
| From: 18 ft. to 28 ft. | tan shale | |
| From: 28 ft. to 30 ft. | gray shale | |
| From: 30 ft. to 68 ft. | red shale | |
| From: 68 ft. to 74 ft. | broken limestone | |
| From: 74 ft. to 83 ft. | limestone | |
| From: 83 ft. to 100 ft. | gray shale | |