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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gehring, Darin | Status: Constructed | ||
| Location: T22S, R4W, Sec. 28, NW NW SW | County: Reno | ||
| Directions: 4910 N Buhler Rd - from Buhler: 1.5 mi S | |||
| Latitude: 38.1074086 | Longitude: -97.7740533 | Datum NAD 27 | |
| Latitude: 38.1074191 | Longitude: -97.7743792 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: ft. | |
| Static Water Level: 14 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 08-Sep-2005 | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 8 ft. | gray clay | |
| From: 8 ft. to 17 ft. | brown and gray clay | |
| From: 17 ft. to 20 ft. | fine sand and silt | |
| From: 20 ft. to 24 ft. | brown clay | |
| From: 24 ft. to 33 ft. | brown clay silt | |
| From: 33 ft. to 38 ft. | fine sand | |
| From: 38 ft. to 47 ft. | brown clay and fine sand layers | |
| From: 47 ft. to 53 ft. | fine sand | |
| From: 53 ft. to 64 ft. | brown and gray clay | |
| From: 64 ft. to 67 ft. | brown clay | |