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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T6S, R21E, Sec. 7, NE SW SE | County: Atchison | ||
| Directions: 6675 Sherman Rd, Atchison | |||
| Latitude: 39.5376024 | Longitude: -95.1104073 | Datum NAD 27 | |
| Latitude: 39.5376018 | Longitude: -95.1106531 | 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: 50 ft. | Elevation: ft. | |
| Static Water Level: 43 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Nov-1998 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6 | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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. | top soil | |
| From: .5 ft. to 2 ft. | brown silty clay, moist, medium | |
| From: 2 ft. to 25.5 ft. | olive-brown weathered limestone with shale layers | |
| From: 25.5 ft. to 27.5 ft. | gray limestone, medium to hard | |
| From: 27.5 ft. to 32.5 ft. | gray shale, hard | |
| From: 32.5 ft. to 34.5 ft. | light gray limestone, hard | |
| From: 34.5 ft. to 50 ft. | gray shale | |