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Specific Water Well Detail |
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| Location Info | |||
| Owner: Velma L. Kuhn Trust | Status: Constructed | ||
| Location: T10S, R8E, Sec. 17, NE NW NW SW | County: Riley | ||
| Directions: 215 E Poyntz Ave, Manhattan (U4-075-15213) | |||
| Latitude: 39.1809126 | Longitude: -96.5555053 | Datum NAD 27 | |
| Latitude: 39.18091 | Longitude: -96.55579 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.18091 | GPS Longitude: -96.55579 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 20 ft. | Elevation: 1011.15 ft. | |
| Static Water Level: 17.85 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jul-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: Env. Priority Srvc | License #: 604 | |
| 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. | concrete | |
| From: 1 ft. to 5 ft. | clay, brown to gray | |
| From: 5 ft. to 8 ft. | clay, gray, moist, firm | |
| From: 8 ft. to 10 ft. | sandy clay | |
| From: 10 ft. to 13 ft. | clay, dark brown, moist, firm | |
| From: 13 ft. to 20 ft. | sandy clay, dark brown | |