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Specific Water Well Detail |
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| Location Info | |||
| Owner: Fowler, Brady | Status: Constructed | ||
| Location: T23S, R9W, Sec. 31, NW SE SW | County: Reno | ||
| Directions: from W Morgan Ave and S Jordan Springs Rd, 1238 feet N and 1742 feet E | |||
| Latitude: 38.0024041 | Longitude: -98.3560855 | Datum NAD 27 | |
| Latitude: 38.002419 | Longitude: -98.356434 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.002419 | GPS Longitude: -98.356434 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: 1743 ft. | |
| Static Water Level: 20 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 23-Oct-2025 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Crowdis WW Srvc | License #: 672 | |
| 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 75 ft | |
| Casing height above land surface: 288 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 75 ft to 95 ft | |
| Gravel pack intervals | From: 25 ft to 95 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | sandy top soil | |
| From: 5 ft. to 12 ft. | fine sand, tan | |
| From: 12 ft. to 15 ft. | clay, tan | |
| From: 15 ft. to 30 ft. | fine sand, tan | |
| From: 30 ft. to 46 ft. | clay, green | |
| From: 46 ft. to 68 ft. | coarse sand, tan | |
| From: 68 ft. to 71 ft. | coarse gravel | |
| From: 71 ft. to 95 ft. | coarse sand, tan | |