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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Manhattan | Status: Constructed | ||
| Location: T10S, R8E, Sec. 6, SE SW SW | County: Riley | ||
| Directions: 2000 Denison Ave, Manhattan (U5-081-15433) | |||
| Latitude: 39.2045211 | Longitude: -96.5839179 | Datum NAD 27 | |
| Latitude: 39.20452 | Longitude: -96.5842 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.20452 | GPS Longitude: -96.5842 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1109 ft. | |
| Static Water Level: 27.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 26-Jul-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3R | |
| Driller Info | ||
| Driller: Larsen & Associates | License #: 757 | |
| 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 15 ft | |
| Casing height above land surface: -57.6 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.154 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 15 ft to 30 ft | |
| Gravel pack intervals | From: 13 ft to 30 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 1 ft
From: 1 to 13 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: W | Distance: 85 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .1 ft. | top soil | |
| From: .1 ft. to 23 ft. | clay | |
| From: 23 ft. to 25 ft. | limestone | |
| From: 25 ft. to 30 ft. | shale | |