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Specific Water Well Detail |
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| Location Info | |||
| Owner: Barbara Real Estates | Status: Constructed | ||
| Location: T3S, R42W, Sec. 13, NW NE SE SW | County: Cheyenne | ||
| Directions: | |||
| Latitude: 39.7885057 | Longitude: -101.9859541 | Datum NAD 27 | |
| Latitude: 39.7885 | Longitude: -101.986417 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.7885 | GPS Longitude: -101.986417 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: 3619 ft. | |
| Static Water Level: 100 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 18-Jan-2012 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Wilcox Well Drilling, LLC | License #: 701 | |
| 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: 100 ft. | ||
| Bore hole diameter: 9 inches to 180 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 180 ft | |
| Casing height above land surface: 12 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 140 ft to 180 ft | |
| Gravel pack intervals | From: 0 ft to 5 ft
From: 20 ft to 180 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: S | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | topsoil | |
| From: 10 ft. to 60 ft. | tan clay | |
| From: 60 ft. to 80 ft. | fine gravel | |
| From: 80 ft. to 100 ft. | med to large gravel | |
| From: 100 ft. to 160 ft. | tan clay mag | |
| From: 160 ft. to 178 ft. | fine to medium gravel | |
| From: 178 ft. to 180 ft. | shale | |