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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Wilson | Status: Constructed | ||
| Location: T14S, R10W, Sec. 19, S2 NW NW NE | County: Ellsworth | ||
| Directions: S of alley, midway between Ave G and Ave F, between 25th St and 26th St | |||
| Latitude: 38.8263585 | Longitude: -98.4756729 | Datum NAD 27 | |
| Latitude: 38.82637 | Longitude: -98.47602 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.82637 | GPS Longitude: -98.47602 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 51 ft. | Elevation: ft. | |
| Static Water Level: 41.3 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Aug-2012 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: Environmental Priority Service, Inc. | License #: 604 | |
| 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. | clay, brown, dry, no odor | |
| From: 5 ft. to 10 ft. | clay, light brown-red brown, damp | |
| From: 10 ft. to 18 ft. | sandy clay, brown-red brown, damp | |
| From: 18 ft. to 25 ft. | fine sand, light brown, damp | |
| From: 25 ft. to 35 ft. | fine-coarse sand, light brown, moist | |
| From: 35 ft. to 42 ft. | coarse sand with gravel | |
| From: 42 ft. to 51 ft. | coarse sand, wet | |