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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers, Kansas City Dist. | Status: Constructed | ||
| Location: T24S, R5W, Sec. 21, NE NE NW SW | County: Reno | ||
| Directions: from Switzer Rd and Halstead Rd, 400 feet N and 1150 feet E, Yoder | |||
| Latitude: 37.9480871 | Longitude: -97.8807659 | Datum NAD 27 | |
| Latitude: 37.9480991 | Longitude: -97.8810979 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.9480991 | GPS Longitude: -97.8810979 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 65 ft. | Elevation: 1558.42 ft. | |
| Static Water Level: 54.23 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Apr-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: CMW 8 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | 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?: No
Water Well disinfected?: No | ||
| Ground water encountered: 47.6 ft. | ||
| Bore hole diameter: 8 inches to 65 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 55 ft | |
| Casing height above land surface: 36 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: 55 ft to 65 ft | |
| Gravel pack intervals | From: 52 ft to 65.1 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 52 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: r of property | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1.5 ft. | top soil, dark brown to red brown, clay | |
| From: 1.5 ft. to 44 ft. | silty clay | |
| From: 44 ft. to 65.1 ft. | sand (no recovery) | |