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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stauffer, Danon | Status: Constructed | ||
| Location: T26S, R8W, Sec. 33, NW NE NW NE | County: Reno | ||
| Directions: from Hodge Rd and Maple Grove Rd, 0.3 mi W | |||
| Latitude: 37.7468338 | Longitude: -98.1969228 | Datum NAD 27 | |
| Latitude: 37.74685 | Longitude: -98.19727 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.74685 | GPS Longitude: -98.19727 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1661 ft. | |
| Static Water Level: 28 ft. | Est. Yield: 75 gpm. | |
| Comp. Date: 06-Nov-2019 | 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: 41 ft. | ||
| Pump test data: Well water was 31 ft after 1 hours pumping 27 gpm | ||
| Bore hole diameter: 8.5 inches to 53 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 50 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 42 ft to 50 ft | |
| Gravel pack intervals | From: 20 ft to 53 ft | |
| Grout Info | ||
| Grout used: | 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 5 ft. | sandy brown clay | |
| From: 5 ft. to 13 ft. | silty sand and gravel | |
| From: 13 ft. to 27 ft. | sand and gravel | |
| From: 27 ft. to 41 ft. | rocky gray clay | |
| From: 41 ft. to 53 ft. | sand and small gravel | |