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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Windom | Status: Constructed | ||
| Location: T19S, R5W, Sec. 5, NE NE SE | County: McPherson | ||
| Directions: | |||
| Latitude: 38.4269758 | Longitude: -97.8886115 | Datum NAD 27 | |
| Latitude: 38.4269846 | Longitude: -97.8889374 | 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: 38 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jul-1964 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: Well 1 | |
| Driller Info | ||
| Driller: City of Windom | 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 2 ft. | silt, dark gray brown | |
| From: 2 ft. to 4 ft. | silty clay, yellow and gray | |
| From: 4 ft. to 10 ft. | clay, light gray and yellow | |
| From: 10 ft. to 11 ft. | coarse to fine gravel, silty | |
| From: 11 ft. to 14 ft. | clay, gray, and coarse gravel | |
| From: 14 ft. to 25.5 ft. | clay, gray and black | |
| From: 25.5 ft. to 36 ft. | silty clay, light gray | |
| From: 36 ft. to 37.5 ft. | coarse to fine gravel and silty sand | |
| From: 37.5 ft. to 38 ft. | shale, red and green | |