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Specific Water Well Detail |
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| Location Info | |||
| Owner: Coffeyville Resources Terminal | Status: Constructed | ||
| Location: T3S, R18W, Sec. 27, NW NE SW NE | County: Phillips | ||
| Directions: 1589 N Hwy 183, Phillipsburg | |||
| Latitude: 39.7661951 | Longitude: -99.3344829 | Datum NAD 27 | |
| Latitude: 39.766206 | Longitude: -99.334859 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.766206 | GPS Longitude: -99.334859 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 27 ft. | Elevation: 1894 ft. | |
| Static Water Level: 21 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Aug-2012 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: IM 50 | |
| Driller Info | ||
| Driller: Detech, Inc. | License #: 693 | |
| 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: 21 ft. | ||
| Bore hole diameter: 8 inches to 27 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 27 ft | |
| Casing height above land surface: 36 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: 12 ft to 27 ft | |
| Gravel pack intervals | From: 10 ft to 27 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 10 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | silt and sand, brown | |
| From: 4 ft. to 12 ft. | silt, gray | |
| From: 12 ft. to 16 ft. | clay, gray | |
| From: 16 ft. to 23 ft. | fat, clay | |
| From: 23 ft. to 26 ft. | sand with clay | |
| From: 26 ft. to 27 ft. | shale, gray | |