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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T16S, R1E, Sec. 9, SW NW NE SE | County: Dickinson | ||
| Directions: 500 Daisy Rd, Carlton | |||
| Latitude: 38.6735402 | Longitude: -97.3194926 | Datum NAD 27 | |
| Latitude: 38.6735465 | Longitude: -97.3197997 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.6735465 | GPS Longitude: -97.3197997 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 34.7 ft. | Elevation: 1352.68 ft. | |
| Static Water Level: 20.6 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Aug-2025 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: GMW 417 | |
| Driller Info | ||
| Driller: USACE | 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 9 ft. | lean clay | |
| From: 9 ft. to 14.9 ft. | lean clay with sand | |
| From: 14.9 ft. to 15.3 ft. | limestone | |
| From: 15.3 ft. to 34.7 ft. | shale, weathered | |