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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sheffield, Michael | Status: Constructed | ||
| Location: T10S, R7E, Sec. 8, E2 SE SE SW | County: Riley | ||
| Directions: 1700 Wildcat Creek Rd, Manhattan | |||
| Latitude: 39.1902655 | Longitude: -96.6725531 | Datum NAD 27 | |
| Latitude: 39.190265 | Longitude: -96.672837 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.190265 | GPS Longitude: -96.672837 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: ft. | |
| Static Water Level: 12 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 05-Aug-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Blue Valley Drilling | 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 12 ft. | brown top soil | |
| From: 12 ft. to 15 ft. | creek gravel | |
| From: 15 ft. to 17 ft. | brown clay | |
| From: 17 ft. to 19 ft. | creek gravel | |
| From: 19 ft. to 24 ft. | tan shale | |
| From: 24 ft. to 29 ft. | limestone | |
| From: 29 ft. to 37 ft. | tan shale | |
| From: 37 ft. to 43 ft. | tan limestone | |
| From: 43 ft. to 54 ft. | limestone and shale | |
| From: 54 ft. to 59 ft. | red shale | |
| From: 59 ft. to 60 ft. | gray shale | |