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Specific Water Well Detail |
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| Location Info | |||
| Owner: Powell, Vaughn | Status: Constructed | ||
| Location: T9S, R6E, Sec. 8, SW SW SE | County: Riley | ||
| Directions: 10220 N 60th St, Riley | |||
| Latitude: 39.2770667 | Longitude: -96.7832333 | Datum NAD 27 | |
| Latitude: 39.2770621 | Longitude: -96.7835166 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.2770667 | GPS Longitude: -96.7832333 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 75 ft. | Elevation: ft. | |
| Static Water Level: 21 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 25-Oct-2017 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Blue Valley Drilling, Inc. | License #: 518 | |
| 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?:
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 6 ft. | brown clay | |
| From: 6 ft. to 9 ft. | red shale | |
| From: 9 ft. to 16 ft. | yellow shale | |
| From: 16 ft. to 25 ft. | limestone | |
| From: 25 ft. to 27 ft. | gray shale | |
| From: 27 ft. to 36 ft. | limestone | |
| From: 36 ft. to 38 ft. | gray shale | |
| From: 38 ft. to 47 ft. | limestone | |
| From: 47 ft. to 64 ft. | gray shale | |
| From: 64 ft. to 68 ft. | limestone | |
| From: 68 ft. to 75 ft. | gray shale | |