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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T2S, R10E, Sec. 24, SW SW NW NW | County: Marshall | ||
| Directions: 309 Park Ave, Axtell | |||
| Latitude: 39.8672285 | Longitude: -96.2571281 | Datum NAD 27 | |
| Latitude: 39.86723 | Longitude: -96.25742 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.86723 | GPS Longitude: -96.25742 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1332.56 ft. | |
| Static Water Level: 29.61 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Sep-2021 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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: 28.7 ft. | ||
| Bore hole diameter: 8.25 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 40 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: 40 ft to 50 ft | |
| Gravel pack intervals | From: 38 ft to 50 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 38 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: South | Distance: 15 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 42.5 ft. | silty clay, brown to light brown | |
| From: 42.5 ft. to 46 ft. | gravelly clay, brown | |
| From: 46 ft. to 50 ft. | clayey coarse sand, orange, poorly sorted | |