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Specific Water Well Detail |
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| Location Info | |||
| Owner: Allen, Darrell | Status: Reconstructed | ||
| Location: T8S, R29W, Sec. 3, NE NE NW SW | County: Sheridan | ||
| Directions: intersection of Hwy 24 and 60 W | |||
| Latitude: 39.3858934 | Longitude: -100.5481766 | Datum NAD 27 | |
| Latitude: 39.3859 | Longitude: -100.5486 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.3859 | GPS Longitude: -100.5486 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 293 ft. | Elevation: 2869 ft. | |
| Static Water Level: 207 ft. | Est. Yield: 330 gpm. | |
| Comp. Date: 06-Apr-2016 | Well Use: Irrigation | |
| DWR Applic. #: 14071 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Woofter Pump and Well, Inc. | License #: 881 | |
| 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: 207 ft. | ||
| Bore hole diameter: 28 inches to 293 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 16 in. to 213 ft | |
| Casing height above land surface: 18 in
Casing Weight: 16.15 lbs/ft Wall thickness or gauge no.: .500 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 213 ft to 293 ft | |
| Gravel pack intervals | From: 20 ft to 293 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |