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Specific Water Well Detail |
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| Location Info | |||
| Owner: Malone, Walt | Status: Constructed | ||
| Location: T22S, R10W, Sec. 5, NE SW SE SW | County: Reno | ||
| Directions: 36018 W 95th Ave | |||
| Latitude: 38.1598769 | Longitude: -98.4479166 | Datum NAD 27 | |
| Latitude: 38.15989 | Longitude: -98.44827 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.15989 | GPS Longitude: -98.44827 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1771 ft. | |
| Static Water Level: 16 ft. | Est. Yield: 125 gpm. | |
| Comp. Date: 30-Apr-2012 | 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: 19 ft. | ||
| Pump test data: Well water was 23 ft after .5 hours pumping 80 gpm | ||
| Bore hole diameter: 9 inches to 43 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 30 ft to 40 ft | |
| Gravel pack intervals | From: 23 ft to 43 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: W | Distance: 150 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | F - C Sand | |
| From: 4 ft. to 19 ft. | Br Clay | |
| From: 19 ft. to 24 ft. | F Silty Sand | |
| From: 24 ft. to 43 ft. | Fine-coarse Sand and Small Gravel | |