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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T9S, R10E, Sec. 32, NE NW SE SE | County: Pottawatomie | ||
| Directions: 5150 Pine Ln., Wamego | |||
| Latitude: 39.2235683 | Longitude: -96.3207379 | Datum NAD 27 | |
| Latitude: 39.2235672 | Longitude: -96.3210163 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.2235672 | GPS Longitude: -96.3210163 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95.4 ft. | Elevation: 1095.91 ft. | |
| Static Water Level: 84.03 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Apr-2023 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 26 | |
| Driller Info | ||
| Driller: U.S. Army Corps of Engineers | License #: | |
| 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 3.5 ft. | silty lean clay | |
| From: 3.5 ft. to 7 ft. | silty fat clay | |
| From: 7 ft. to 16 ft. | sandy fat clay | |
| From: 16 ft. to 24.5 ft. | fat clay | |
| From: 24.5 ft. to 62 ft. | silt | |
| From: 62 ft. to 68 ft. | sandy silt | |
| From: 68 ft. to 70 ft. | silty sand | |
| From: 70 ft. to 88 ft. | sandy silt | |
| From: 88 ft. to 100 ft. | sand | |