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Specific Water Well Detail |
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| Location Info | |||
| Owner: Young, Gene | Status: Constructed | ||
| Location: T24S, R9W, Sec. 2, NW NW NW SW | County: Reno | ||
| Directions: from Mills Rd and Lerado Rd, 0.5 mi N | |||
| Latitude: 37.9910258 | Longitude: -98.2877214 | Datum NAD 27 | |
| Latitude: 37.99104 | Longitude: -98.28807 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.99104 | GPS Longitude: -98.28807 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 64 ft. | Elevation: 1710 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 75 gpm. | |
| Comp. Date: 11-Aug-2014 | 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: 38 ft. , 50 ft. | ||
| Pump test data: Well water was 22 ft after .5 hours pumping 25 gpm | ||
| Bore hole diameter: 9 inches to 65 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 64 ft | |
| Casing height above land surface: 24 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: 54 ft to 64 ft | |
| Gravel pack intervals | From: 20 ft to 65 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | F Sand | |
| From: 6 ft. to 24 ft. | Gr Clay | |
| From: 24 ft. to 38 ft. | Rocky Gr Clay | |
| From: 38 ft. to 44 ft. | F Sand | |
| From: 44 ft. to 50 ft. | Rocky Br and Gr Clay | |
| From: 50 ft. to 65 ft. | Sand and Sm Gravel | |