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Specific Water Well Detail |
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| Location Info | |||
| Owner: Coffeyville Resources Terminal LLC | Status: Constructed | ||
| Location: T3S, R18W, Sec. 26, SW NW NE SW | County: Phillips | ||
| Directions: from B St. and 4th St, Phillipsburg, 225 feet N | |||
| Latitude: 39.7620289 | Longitude: -99.322792 | Datum NAD 27 | |
| Latitude: 39.762041 | Longitude: -99.323168 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.762041 | GPS Longitude: -99.323168 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 52 ft. | Elevation: 1938 ft. | |
| Static Water Level: 42 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Sep-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: L-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: 40 ft. | ||
| Bore hole diameter: 8.25 inches to 52 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 32 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: 32 ft to 52 ft | |
| Gravel pack intervals | From: 30 ft to 52 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 25 ft. | silt | |
| From: 25 ft. to 26.5 ft. | poorly graded sand | |
| From: 26.5 ft. to 30 ft. | silty sand | |
| From: 30 ft. to 32 ft. | clayey sand | |
| From: 32 ft. to 36 ft. | poorly graded sand | |
| From: 36 ft. to 52 ft. | well graded sand | |