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Specific Water Well Detail |
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| Location Info | |||
| Owner: Delventhal, Steve | Status: Constructed | ||
| Location: T22S, R7W, Sec. 9, SW SE NE SW | County: Reno | ||
| Directions: 608 W K-96 Hwy, Nickerson | |||
| Latitude: 38.1489371 | Longitude: -98.0973223 | Datum NAD 27 | |
| Latitude: 38.14895 | Longitude: -98.09766 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.14895 | GPS Longitude: -98.09766 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1602 ft. | |
| Static Water Level: 13 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 03-Mar-2021 | 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: 13 ft. | ||
| Pump test data: Well water was 17 ft after .25 hours pumping 100 gpm | ||
| Bore hole diameter: 8.5 inches to 41 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 30 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: 30 ft to 40 ft | |
| Gravel pack intervals | From: 18 ft to 41 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 18 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: SE | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | sandy brown clay | |
| From: 3 ft. to 41 ft. | sand and gravel | |