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Specific Water Well Detail |
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| Location Info | |||
| Owner: Massey, David | Status: Constructed | ||
| Location: T23S, R6W, Sec. 1, NW NW NE | County: Reno | ||
| Directions: 17 29th Court, Hutchinson | |||
| Latitude: 38.0856265 | Longitude: -97.9297165 | Datum NAD 27 | |
| Latitude: 38.08564 | Longitude: -97.93005 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.08564 | GPS Longitude: -97.93005 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 33 ft. | Elevation: 1542 ft. | |
| Static Water Level: 19 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-May-2024 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Wilson Water Systems | License #: 750 | |
| 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: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 23 ft | |
| Casing height above land surface: 144 in
Casing Weight: 2.29 lbs/ft Wall thickness or gauge no.: 160 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 23 ft to 33 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 19 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: W | Distance: 40 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | top soil | |
| From: 6 ft. to 12 ft. | lean clay | |
| From: 12 ft. to 21 ft. | fine sand | |
| From: 21 ft. to 33 ft. | medium to coarse gravel | |