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Specific Water Well Detail |
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| Location Info | |||
| Owner: John E. Jones Trucking | Status: Constructed | ||
| Location: T19S, R13W, Sec. 4, SW NW SW | County: Barton | ||
| Directions: from NE 50 Rd and Hwy 281, 0.75 mi S, 35 feet off the east side of 281 in the easement | |||
| Latitude: 38.4240576 | Longitude: -98.7721334 | Datum NAD 27 | |
| Latitude: 38.424071 | Longitude: -98.772497 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.424071 | GPS Longitude: -98.772497 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 25 ft. | Elevation: 1866 ft. | |
| Static Water Level: 21 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Feb-2024 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 5R | |
| Driller Info | ||
| Driller: GSI Engineering | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 15 ft | |
| Casing height above land surface: 432 in
Casing Weight: .68 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 15 ft to 25 ft | |
| Gravel pack intervals | From: 13 ft to 25 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 13 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | clay, brown, moist, soft | |
| From: 5 ft. to 9 ft. | medium to coarse sand, brown, moist, loose | |
| From: 9 ft. to 13 ft. | lean clay, brown, very moist, soft | |
| From: 13 ft. to 18 ft. | sandy clay, brown, very moist, firm | |
| From: 18 ft. to 25 ft. | lean clay, light tannish brown, very moist, soft | |