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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T18S, R22E, Sec. 11, SW NE SW | County: Miami | ||
| Directions: from 701 6th St, 150 feet W-SW, Osawatomie (U4-061-15646) | |||
| Latitude: 38.4962049 | Longitude: -94.9503434 | Datum NAD 27 | |
| Latitude: 38.49622 | Longitude: -94.95059 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.49622 | GPS Longitude: -94.95059 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 19 ft. | Elevation: 865 ft. | |
| Static Water Level: 10.34 ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Mar-2025 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| 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 9 ft | |
| Casing height above land surface: -64.8 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: 9 ft to 19 ft | |
| Gravel pack intervals | From: 7 ft to 19 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 1 ft
From: 1 to 7 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | fine to coarse gravel | |
| From: 1 ft. to 2.5 ft. | clay | |
| From: 2.5 ft. to 13 ft. | fat clay | |
| From: 13 ft. to 19 ft. | sandy lean clay | |