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Specific Water Well Detail |
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| Location Info | |||
| Owner: Coffeyville Resources Terminal | Status: Constructed | ||
| Location: T3S, R18W, Sec. 26, NW NE NW SW | County: Phillips | ||
| Directions: 201 A St, Phillipsburg | |||
| Latitude: 39.7625692 | Longitude: -99.3252334 | Datum NAD 27 | |
| Latitude: 39.76258 | Longitude: -99.32561 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.76258 | GPS Longitude: -99.32561 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 62 ft. | Elevation: 1950 ft. | |
| Static Water Level: 51 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Oct-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: IM 53 | |
| 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: 53 ft. | ||
| Bore hole diameter: 8 inches to 62 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 62 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: 47 ft to 62 ft | |
| Gravel pack intervals | From: 45 ft to 62 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 1 to 45 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 36 ft. | silt | |
| From: 36 ft. to 50 ft. | sand/silt with pebbles | |
| From: 50 ft. to 62 ft. | clay with sand | |