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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mark Borecky Const | Status: Constructed | ||
| Location: T23S, R6W, Sec. 10, NW SW SW NW | County: Reno | ||
| Directions: 1206 Wilshire | |||
| Latitude: 38.0659475 | Longitude: -97.976606 | Datum NAD 27 | |
| Latitude: 38.06596 | Longitude: -97.97694 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.06596 | GPS Longitude: -97.97694 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 33 ft. | Elevation: 1546 ft. | |
| Static Water Level: 11 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 06-Jun-2014 | 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: 11 ft. | ||
| Pump test data: Well water was 16 ft after .25 hours pumping 100 gpm | ||
| Bore hole diameter: 9 inches to 35 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 33 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: 23 ft to 33 ft | |
| Gravel pack intervals | From: 18 ft to 35 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 18 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 32 ft. | Sand and Gravel | |
| From: 32 ft. to 35 ft. | Gr Clay | |