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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T6S, R15E, Sec. 16, NW SE SE | County: Jackson | ||
| Directions: from US 75 and 266th Rd, 0.29 mi E and 800 feet S | |||
| Latitude: 39.5244493 | Longitude: -95.7430688 | Datum NAD 27 | |
| Latitude: 39.524444 | Longitude: -95.743333 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.524444 | GPS Longitude: -95.743333 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1103 ft. | |
| Static Water Level: 2.97 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Feb-2025 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 950 | |
| Driller Info | ||
| Driller: Cascade Drilling | License #: 597 | |
| 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 30 ft | |
| Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sch40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 40 ft | |
| Gravel pack intervals | From: 27 ft to 40 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 27 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | fine to medium sandy top soil, light brown, slightly moist | |
| From: 2 ft. to 10 ft. | clayey fine to medium sand, light brown, slightly moist | |
| From: 10 ft. to 26 ft. | clayey fine to medium sand, light brown, slightly moist | |
| From: 26 ft. to 40 ft. | silty fine to medium sand, very light gray, moist | |