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Specific Water Well Detail |
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| Location Info | |||
| Owner: US Army Corps of Engineers | Status: Constructed | ||
| Location: T6S, R15E, Sec. 16, SE NE SE | County: Jackson | ||
| Directions: 12719 266th Rd, Holton | |||
| Latitude: 39.5257618 | Longitude: -95.7396175 | Datum NAD 27 | |
| Latitude: 39.5257564 | Longitude: -95.7398791 | 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: 30.69 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Nov-2004 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 928 | |
| Driller Info | ||
| Driller: Boart Longyear Company | License #: 658 | |
| 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. | dark brown silty clay loam | |
| From: 5 ft. to 12 ft. | yellow brown silty clay | |
| From: 12 ft. to 16.5 ft. | gray brown silty clay | |
| From: 16.5 ft. to 17.5 ft. | yellow brown clay with pebbles | |
| From: 17.5 ft. to 21 ft. | gray clay | |
| From: 21 ft. to 22 ft. | fine sand with cobbles and gravel | |
| From: 22 ft. to 28 ft. | gray fine silty sand | |
| From: 28 ft. to 34 ft. | dark gray silty clay with pebbles | |