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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brawner, Jeff | Status: Constructed | ||
| Location: T24S, R4W, Sec. 8, NE NW NW NE | County: Reno | ||
| Directions: 9409 E Eales Rd, Burrton | |||
| Latitude: 37.98463 | Longitude: -97.78267 | Datum NAD 27 | |
| Latitude: 37.9846394 | Longitude: -97.7829929 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.98463 | GPS Longitude: -97.78267 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 29 ft. | Elevation: 1472 ft. | |
| Static Water Level: 7 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-May-2017 | Well Use: Dewatering | |
| DWR Applic. #: 20170129 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Enterprises, Inc. | License #: 134 | |
| 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?: N
Water Well disinfected?: Yes | ||
| Bore hole diameter: 16 inches to 29 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 9 ft | |
| Casing height above land surface: 18 in
Casing Weight: 26 lbs/ft Wall thickness or gauge no.: 413 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 9 ft to 29 ft | |
| Gravel pack intervals | From: 29 ft to 2 ft | |
| Grout Info | ||
| Grout used: Gravel Pack | From: 0 to 2 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: S | Distance: 80 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 6 ft. | brown clay | |
| From: 6 ft. to 30 ft. | medium sand and gravel | |