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Specific Water Well Detail |
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| Location Info | |||
| Owner: Richard Slifer | Status: Constructed | ||
| Location: T23S, R9W, Sec. 27, NW NE NW NE | County: Reno | ||
| Directions: 1/3 mile E of Lerado Rd on Blanchard Ave | |||
| Latitude: 38.0278854 | Longitude: -98.2955231 | Datum NAD 27 | |
| Latitude: 38.0279 | Longitude: -98.29587 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.0279 | GPS Longitude: -98.29587 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 69 ft. | Elevation: 1726 ft. | |
| Static Water Level: 11 ft. | Est. Yield: 75 gpm. | |
| Comp. Date: 13-Jul-2017 | Well Use: Domestic, Livestock | |
| 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: 49 ft. | ||
| Pump test data: Well water was 16 ft after .5 hours pumping 25 gpm | ||
| Bore hole diameter: 9 inches to 73 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 69 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: 59 ft to 69 ft | |
| Gravel pack intervals | From: 20 ft to 73 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | silty fine sand | |
| From: 6 ft. to 23 ft. | brown clay | |
| From: 23 ft. to 49 ft. | very rocky gray clay | |
| From: 49 ft. to 60 ft. | fine-medium sand | |
| From: 60 ft. to 72 ft. | sand and small gravel | |
| From: 72 ft. to 73 ft. | gray clay | |