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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hargrave, Nick | Status: Constructed | ||
| Location: T7S, R6E, Sec. 28, NE NE SW SW | County: Riley | ||
| Directions: North of Senn Rd and Windy Hill Rd intersection | |||
| Latitude: 39.4104699 | Longitude: -96.7701001 | Datum NAD 27 | |
| Latitude: 39.41047 | Longitude: -96.77039 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.41047 | GPS Longitude: -96.77039 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 139 ft. | Elevation: 1334 ft. | |
| Static Water Level: 84 ft. | Est. Yield: 5.5 gpm. | |
| Comp. Date: 31-Aug-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: 115 ft. | ||
| Bore hole diameter: 10 inches to 139 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 139 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: 99 ft to 139 ft | |
| Gravel pack intervals | From: 20 ft to 139 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 2 ft. | limestone | |
| From: 2 ft. to 11 ft. | tan shale | |
| From: 11 ft. to 12 ft. | limestone | |
| From: 12 ft. to 115 ft. | various shale | |
| From: 115 ft. to 122 ft. | broken limestone | |
| From: 122 ft. to 139 ft. | gray shale | |