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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. 27, SE NE NE | County: Phillips | ||
| Directions: from Quail Rd and US 183/Railroad Ave, Phillipsburg: 1100' S, 100' W | |||
| Latitude: 39.7675234 | Longitude: -99.3290463 | Datum NAD 27 | |
| Latitude: 39.7675332 | Longitude: -99.3294208 | 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: 52 ft. | Elevation: 1953.65 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Aug-2012 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: IM 46 | |
| 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 .5 ft. | topsoil, dark brown | |
| From: .5 ft. to 25 ft. | silt, light yellow brown to dark brown, with clay, little sand below 20 feet | |
| From: 25 ft. to 29.5 ft. | silty sand, yellow brown, little clay | |
| From: 29.5 ft. to 31 ft. | sand, poorly graded, light yellow brown, fine grained | |
| From: 31 ft. to 35 ft. | clayey sand, yellow brown, little silt | |
| From: 35 ft. to 44.5 ft. | lean clay, with sand, light yellow brown, with silt | |
| From: 44.5 ft. to 52 ft. | sand, poorly graded, gray, fine grained, with little silt, and clay, no recovery between 45 and 50 feet | |
| From: 52 ft. to 53 ft. | lean clay, pale brown, some silt | |