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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pawnee County Coop | Status: Constructed | ||
| Location: T23S, R18W, Sec. 1, NW SW SE SE | County: Pawnee | ||
| Directions: From N corner of Coop building, 75 feet NW, 80 feet SW, 400 US Hwy 56, Garfield | |||
| Latitude: 38.0738126 | Longitude: -99.2445204 | Datum NAD 27 | |
| Latitude: 38.07383 | Longitude: -99.24491 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.07383 | GPS Longitude: -99.24491 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 18 ft. | Elevation: 2073.5 ft. | |
| Static Water Level: 11.62 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Jul-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 15 | |
| 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: 12 ft. | ||
| Bore hole diameter: 8 inches to 18 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 8 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: 8 ft to 18 ft | |
| Gravel pack intervals | From: 6 ft to 18 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 6 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: Northwest | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | gravel paving | |
| From: .5 ft. to 9 ft. | silty clay, brown | |
| From: 9 ft. to 11 ft. | sandy clay, brown | |
| From: 11 ft. to 18 ft. | fine sand, coarser with depth | |