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Specific Water Well Detail |
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| Location Info | |||
| Owner: Eash, Tyler | Status: Constructed | ||
| Location: T23S, R9W, Sec. 36, SW SE SE | County: Reno | ||
| Directions: 22516 W Morgan Ave | |||
| Latitude: 37.9999343 | Longitude: -98.2557858 | Datum NAD 27 | |
| Latitude: 37.99995 | Longitude: -98.25613 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.99995 | GPS Longitude: -98.25613 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 71 ft. | Elevation: 1693 ft. | |
| Static Water Level: 26 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 15-Jul-2024 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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 61 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 61 ft to 71 ft | |
| Gravel pack intervals | From: 23 ft to 75 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | silty fine sand | |
| From: 3 ft. to 14 ft. | clay, brown | |
| From: 14 ft. to 32 ft. | clay, brown, very rocky | |
| From: 32 ft. to 48 ft. | fine sand | |
| From: 48 ft. to 70 ft. | fine to medium sand and gravel | |
| From: 70 ft. to 75 ft. | clay, brown | |