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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Willowbrook | Status: Constructed | ||
| Location: T22S, R6W, Sec. 33, SE NW NW NE | County: Reno | ||
| Directions: from Wilson Rd and Willowbrook Dr: 3340' E, 215' N, E side of wastewater pond | |||
| Latitude: 38.0989155 | Longitude: -97.9845792 | Datum NAD 27 | |
| Latitude: 38.098929 | Longitude: -97.984914 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.098929 | GPS Longitude: -97.984914 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 15.8 ft. | Elevation: 1555 ft. | |
| Static Water Level: 11 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Apr-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Terracon Consultants, Inc. | License #: 416 | |
| 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 | |
| From: 5 ft. to 6 ft. | sandy clay | |
| From: 6 ft. to 16 ft. | sand and gravel | |