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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mansel, Jon | Status: Constructed | ||
| Location: T11S, R7E, Sec. 15, NE NW SW NW | County: Riley | ||
| Directions: from Manhattan, 8 mi SW on McDowell Creek Rd and 600' E | |||
| Latitude: 39.0979502 | Longitude: -96.6496963 | Datum NAD 27 | |
| Latitude: 39.09795 | Longitude: -96.6499833 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.09795 | GPS Longitude: -96.6499833 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 76 ft. | Elevation: 1089 ft. | |
| Static Water Level: 29 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 05-Apr-2022 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drlg. & Pump | License #: 451 | |
| 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 1 ft. | top soil | |
| From: 1 ft. to 26 ft. | brown clay | |
| From: 26 ft. to 29 ft. | gravel mixed with clay | |
| From: 29 ft. to 38 ft. | limestone | |
| From: 38 ft. to 43 ft. | brown shale | |
| From: 43 ft. to 50 ft. | limestone | |
| From: 50 ft. to 54 ft. | gray shale | |
| From: 54 ft. to 56 ft. | limestone | |
| From: 56 ft. to 76 ft. | dark oily shale | |