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Specific Water Well Detail |
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| Location Info | |||
| Owner: Shor, Hart | Status: Constructed | ||
| Location: T23S, R5W, Sec. 3, SW NW NW NE | County: Reno | ||
| Directions: 2809 Inverness Dr, Hutchinson | |||
| Latitude: 38.0854381 | Longitude: -97.8571584 | Datum NAD 27 | |
| Latitude: 38.08545 | Longitude: -97.85749 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.08545 | GPS Longitude: -97.85749 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 84 ft. | Elevation: 1611 ft. | |
| Static Water Level: 50 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 19-Nov-2012 | Well Use: Domestic, Lawn and Garden | |
| 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: 62 ft. | ||
| Pump test data: Well water was 62 ft after 2 hours pumping 18 gpm | ||
| Bore hole diameter: 10 inches to 85 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 84 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: 64 ft to 84 ft | |
| Gravel pack intervals | From: 22 ft to 35 ft
From: 40 ft to 85 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 22 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 11 ft. | F Sand | |
| From: 11 ft. to 49 ft. | Br and Gr Clay | |
| From: 49 ft. to 62 ft. | Sandy Br and Gr Clay | |
| From: 62 ft. to 81 ft. | F Sand | |
| From: 81 ft. to 85 ft. | Br and Gr Clay | |