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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, NE NE SW NE | County: Phillips | ||
| Directions: 1589 N Hwy 183, Phillipsburg | |||
| Latitude: 39.7665401 | Longitude: -99.3331835 | Datum NAD 27 | |
| Latitude: 39.76655 | Longitude: -99.33356 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.76655 | GPS Longitude: -99.33356 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 23 ft. | Elevation: 1885 ft. | |
| Static Water Level: 16 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Aug-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: A-7 | |
| 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: 16 ft. | ||
| Bore hole diameter: 8 inches to 23 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 23 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 23 ft | |
| Gravel pack intervals | From: 6 ft to 23 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 1 to 6 ft | |
| Source of Possible Contamination | ||
| Source: Petroleum Terminal | ||
| Direction from well: N | Distance: 3500 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | silt | |
| From: 8 ft. to 16 ft. | clay, gray/brown | |
| From: 16 ft. to 18 ft. | sand | |
| From: 18 ft. to 23 ft. | clay | |
| From: 23 ft. to ft. | shale | |