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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mark Borecky Construction | Status: Constructed | ||
| Location: T22S, R5W, Sec. 29, SE NW SW SE | County: Reno | ||
| Directions: 1 Panorama Court, Hutchinson | |||
| Latitude: 38.1035673 | Longitude: -97.8925902 | Datum NAD 27 | |
| Latitude: 38.10358 | Longitude: -97.89292 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.10358 | GPS Longitude: -97.89292 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 59 ft. | Elevation: ft. | |
| Static Water Level: 32 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 07-Oct-2021 | 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: 39 ft. | ||
| Pump test data: Well water was 51 ft after 1 hours pumping 18 gpm | ||
| Bore hole diameter: 9.5 inches to 62 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 4 ft
Diam: 4.5 in. to 59 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: 38 ft to 58 ft | |
| Gravel pack intervals | From: 23 ft to 62 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Sewer lines | ||
| Direction from well: SE | Distance: 30 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | silty fine sand | |
| From: 17 ft. to 39 ft. | brown and gray clay | |
| From: 39 ft. to 55 ft. | fine sand with small layers clay | |
| From: 55 ft. to 62 ft. | brown rocky clay | |