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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bart, Horton | Status: Constructed | ||
| Location: T22S, R4W, Sec. 31, SW NE NE SE | County: Reno | ||
| Directions: 3509 N Willison, Buhler | |||
| Latitude: 38.092509 | Longitude: -97.7946522 | Datum NAD 27 | |
| Latitude: 38.09252 | Longitude: -97.79498 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.09252 | GPS Longitude: -97.79498 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 82 ft. | Elevation: 1547 ft. | |
| Static Water Level: 13 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 20-Dec-2017 | 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 21 ft. , 64 ft. | ||
| Pump test data: Well water was 75 ft after 2 hours pumping 10 gpm | ||
| Bore hole diameter: 10 inches to 85 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 82 ft | |
| Casing height above land surface: 14 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: 24 ft to 34 ft
From: 63 ft to 82 ft | |
| Gravel pack intervals | From: 20 ft to 85 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | silty fine sand | |
| From: 4 ft. to 21 ft. | sandy brown clay | |
| From: 21 ft. to 33 ft. | fine sand | |
| From: 33 ft. to 64 ft. | brown and gray clay | |
| From: 64 ft. to 72 ft. | fine sand | |
| From: 72 ft. to 85 ft. | rocky gray clay | |