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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. EPA Region 7 | Status: Constructed | ||
| Location: T20S, R14W, Sec. 3, NE NE NE | County: Barton | ||
| Directions: from 6th St and A St, 90 feet S and 30 feet W (8801 W 6th St, Great Bend) | |||
| Latitude: 38.3466154 | Longitude: -98.8490803 | Datum NAD 27 | |
| Latitude: 38.34663 | Longitude: -98.84945 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.34663 | GPS Longitude: -98.84945 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1880 ft. | |
| Static Water Level: 11 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Mar-2026 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 51UU-R | |
| Driller Info | ||
| Driller: Peterson Drilling, LLC | License #: 1079 | |
| 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 20 ft | |
| Casing height above land surface: 432 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .154 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 30 ft | |
| Gravel pack intervals | From: 20 ft to 30 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 6 ft. | clay, brown, with fine sand | |
| From: 6 ft. to 45 ft. | fine to coarse sand and gravel | |