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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cornish, Chad | Status: Constructed | ||
| Location: T23S, R4W, Sec. 8, NW NE NE NE | County: Reno | ||
| Directions: 1605 N Buhler Rd | |||
| Latitude: 38.0712968 | Longitude: -97.7766327 | Datum NAD 27 | |
| Latitude: 38.07131 | Longitude: -97.77696 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.07131 | GPS Longitude: -97.77696 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 74 ft. | Elevation: 1550 ft. | |
| Static Water Level: 14 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 30-Jun-2014 | 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: 24 ft. , 54 ft. | ||
| Pump test data: Well water was 60 ft after 1 hours pumping 20 gpm | ||
| Bore hole diameter: 10 inches to 79 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 74 ft | |
| Casing height above land surface: 12 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 74 ft | |
| Gravel pack intervals | From: 23 ft to 35 ft
From: 40 ft to 79 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft
From: 35 to 40 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 18 ft. | F Sand and Clay Mix | |
| From: 18 ft. to 24 ft. | Sandy Br Clay | |
| From: 24 ft. to 32 ft. | F Sand | |
| From: 32 ft. to 54 ft. | Br and Gr Clay | |
| From: 54 ft. to 73 ft. | F Sand | |
| From: 73 ft. to 79 ft. | Br Clay | |