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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers, Kansas City Dist. | Status: Constructed | ||
| Location: T12S, R3E, Sec. 26, SW NE NW | County: Dickinson | ||
| Directions: 1742 2700 Ave, Chapman - from Chapman: 3 mi N | |||
| Latitude: 38.9851028 | Longitude: -97.0684491 | Datum NAD 27 | |
| Latitude: 38.9851013 | Longitude: -97.0687422 | 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: 99 ft. | Elevation: ft. | |
| Static Water Level: 92 ft. | Est. Yield: gpm. | |
| Comp. Date: 03-Jun-2011 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: GMW 308 | |
| Driller Info | ||
| Driller: Boart Longyear Co. | License #: 597 | |
| 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 49 ft. | tan silty sandy clay | |
| From: 49 ft. to 58 ft. | weathered shale | |
| From: 58 ft. to 75 ft. | red clay | |
| From: 75 ft. to 100 ft. | weathered shale | |