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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lillyhorn, Wendell | Status: Constructed | ||
| Location: T23S, R4W, Sec. 20, NE SE SW NE | County: Reno | ||
| Directions: 1/4 mile W Buhler Rd & RR Track | |||
| Latitude: 38.0369885 | Longitude: -97.7798019 | Datum NAD 27 | |
| Latitude: 38.037 | Longitude: -97.78013 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.037 | GPS Longitude: -97.78013 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 36 ft. | Elevation: 1491 ft. | |
| Static Water Level: 7.5 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 01-Jul-2016 | Well Use: Domestic, Livestock | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 11 ft. | ||
| Pump test data: Well water was 13 ft after .25 hours pumping 100 gpm | ||
| Bore hole diameter: 9 inches to 39 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 36 ft | |
| Casing height above land surface: 30 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: 26 ft to 36 ft | |
| Gravel pack intervals | From: 16 ft to 39 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 16 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | sand silt | |
| From: 2 ft. to 11 ft. | brown clay | |
| From: 11 ft. to 25 ft. | tan sand and gravel | |
| From: 25 ft. to 35 ft. | gray sand and gravel | |
| From: 35 ft. to 39 ft. | brown and gray clay | |