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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corey, John | Status: Constructed | ||
| Location: T22S, R6W, Sec. 28, NW NE SW SW | County: Reno | ||
| Directions: 74 Willowbrook Rd, Hutchinson | |||
| Latitude: 38.1031363 | Longitude: -97.9929264 | Datum NAD 27 | |
| Latitude: 38.10315 | Longitude: -97.99326 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.10315 | GPS Longitude: -97.99326 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 1556 ft. | |
| Static Water Level: 8 ft. | Est. Yield: 175 gpm. | |
| Comp. Date: 02-Jan-2020 | 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: 8 ft. | ||
| Pump test data: Well water was 13 ft after .25 hours pumping 120 gpm | ||
| Bore hole diameter: 8.5 inches to 38 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 35 ft | |
| Casing height above land surface: 12 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: 25 ft to 35 ft | |
| Gravel pack intervals | From: 20 ft to 38 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: E | Distance: 25 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | brown clay | |
| From: 5 ft. to 35 ft. | sand and gravel | |
| From: 35 ft. to 38 ft. | brown clay | |