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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T7S, R7W, Sec. 9, NE NW NE NW | County: Mitchell | ||
| Directions: 109 E 7th St, 5 feet S, 5 feet W of SE corner of garage, Beloit | |||
| Latitude: 39.4654914 | Longitude: -98.1094086 | Datum NAD 27 | |
| Latitude: 39.4655 | Longitude: -98.10974 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.4655 | GPS Longitude: -98.10974 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 23.5 ft. | Elevation: 1442.64 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Jun-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| 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 | ||
| Dry Hole | ||
| Bore hole diameter: 8 inches to 24 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 13.5 ft | |
| Casing height above land surface: 0 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: 13.5 ft to 23.5 ft | |
| Gravel pack intervals | From: 11.5 ft to 23.5 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 11.5 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: West | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 7.5 ft. | lean clay, dark brown to light brown | |
| From: 7.5 ft. to 12.5 ft. | poorly graded sand, tan, medium to coarse | |
| From: 12.5 ft. to 18.5 ft. | silty clay, tan | |
| From: 18.5 ft. to 23.5 ft. | shale, black | |