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Specific Water Well Detail |
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| Location Info | |||
| Owner: US Geological Survey | Status: Constructed | ||
| Location: T10S, R8E, Sec. 8, SE NE SE | County: Riley | ||
| Directions: from Manhattan: 1 mi E, .5 mi N on Hwy 24, W side of river | |||
| Latitude: 39.1940872 | Longitude: -96.5394773 | Datum NAD 27 | |
| Latitude: 39.1940843 | Longitude: -96.5397571 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 67 ft. | Elevation: ft. | |
| Static Water Level: 20 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Oct-1992 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Well 8 | |
| Driller Info | ||
| Driller: USGS | License #: | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 60 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 65 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 7 ft. | top soil | |
| From: 7 ft. to 20 ft. | medium sand and silt | |
| From: 20 ft. to 67 ft. | coarse gravel and sand | |