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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T10S, R5E, Sec. 14, SE SW SW | County: Riley | ||
| Directions: from the building at 822 Elliott St, 50 feet S and 45 feet W, Manhattan | |||
| Latitude: 39.1765631 | Longitude: -96.8470712 | Datum NAD 27 | |
| Latitude: 39.17656 | Longitude: -96.84736 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.17656 | GPS Longitude: -96.84736 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 23 ft. | Elevation: 1306 ft. | |
| Static Water Level: 20.02 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Oct-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2R | |
| Driller Info | ||
| Driller: GSI Engineering | License #: 531 | |
| 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: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 13 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 13 ft to 23 ft | |
| Gravel pack intervals | From: 11 ft to 23 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: .25 to 11 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .3 ft. | top soil | |
| From: .5 ft. to 17.5 ft. | silty very fine sand, brown, low moisture, no odor, large gravel and cobble inclusions at 10 feet | |
| From: 17.5 ft. to 23 ft. | gravelly coarse sand, dark brown, high moisture, no odor | |