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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Osawatomie | Status: Constructed | ||
| Location: T18S, R22E, Sec. 11, NE SW SE NW | County: Miami | ||
| Directions: 432 Main St, Osawatomie | |||
| Latitude: 38.4993496 | Longitude: -94.9482858 | Datum NAD 27 | |
| Latitude: 38.499366 | Longitude: -94.948533 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.499366 | GPS Longitude: -94.948533 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 18 ft. | Elevation: 867 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Oct-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Dakota Technologies Company, L.L.C. | License #: 606 | |
| 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?: No | ||
| Dry Hole | ||
| Bore hole diameter: 9 inches to 18 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 3 ft | |
| Casing height above land surface: 0 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: 3 ft to 18 ft | |
| Gravel pack intervals | From: 2 ft to 18 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 1 ft
From: 1 to 2 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | concrete | |
| From: .5 ft. to 1 ft. | gravel | |
| From: 1 ft. to 2.5 ft. | clay, dark grayish, brown, moist, soft | |
| From: 2.5 ft. to 5 ft. | clay, medium stiff, olive brown, moist, stiff | |
| From: 5 ft. to 18 ft. | fat clay, light grayish brown, moist, stiff | |