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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 SW NW | County: Phillips | ||
| Directions: 10' N of Maple St, E of First St, Phillipsburg | |||
| Latitude: 39.7639379 | Longitude: -99.3264908 | Datum NAD 27 | |
| Latitude: 39.7639476 | Longitude: -99.3268652 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 56 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Jun-2009 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: 097172 | Other ID: IRM 6 | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 30 ft. | lithology no logged | |
| From: 30 ft. to 36.5 ft. | silt, light yellow brown, little fine sand | |
| From: 36.5 ft. to 40 ft. | sand, poorly graded, fine grained, light yellow brown to very pale brown, some clay, trace silt | |
| From: 40 ft. to 40.2 ft. | sand, well graded, very pale brown | |
| From: 40.2 ft. to 40.5 ft. | silt, pale brown, some clay | |
| From: 40.5 ft. to 41.8 ft. | sand, poorly graded, fine grained, very pale brown, few silt and clay | |
| From: 41.8 ft. to 42 ft. | fat clay, pale brown, silty, trace fine sand | |
| From: 42 ft. to 42.8 ft. | sand with clay, poorly graded, light yellow brown, fine grained | |
| From: 42.8 ft. to 44 ft. | sand, poorly graded, very pale brown, fine to medium grained, few clay, trace silt | |
| From: 44 ft. to 46 ft. | sand, well graded, very pale brown, trace silt | |
| From: 46 ft. to 49 ft. | sand, poorly graded | |
| From: 49 ft. to 50 ft. | no sample | |
| From: 50 ft. to 52 ft. | sand, poorly graded, light brown gray, fine to coarse grained, trace silt and clay | |
| From: 52 ft. to 56 ft. | sand, well graded, light brown gray, trace clay | |
| From: 56 ft. to 57 ft. | shale, dark gray to black, very weak | |