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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T2S, R10E, Sec. 24, NW SW NW NW | County: Marshall | ||
| Directions: 209 Park Ave, Axtell | |||
| Latitude: 39.8686588 | Longitude: -96.2574588 | Datum NAD 27 | |
| Latitude: 39.86866 | Longitude: -96.25775 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.86866 | GPS Longitude: -96.25775 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1346.04 ft. | |
| Static Water Level: 15.37 ft. | Est. Yield: gpm. | |
| Comp. Date: 03-Sep-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| 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: 27.4 ft. | ||
| Bore hole diameter: 8.25 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 30 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: 30 ft to 40 ft | |
| Gravel pack intervals | From: 28 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 28 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: West | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 30 ft. | silty clay, dark brown to red brown to light brown | |
| From: 30 ft. to 35 ft. | clayey fine sand, tan | |
| From: 35 ft. to 40 ft. | sandy clay, tan | |