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Specific Water Well Detail |
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| Location Info | |||
| Owner: Finley Construction and Ready Mix | Status: Constructed | ||
| Location: T3S, R33W, Sec. 5, NW SE SW NE | County: Rawlins | ||
| Directions: N HWY 25, Atwood | |||
| Latitude: 39.8222983 | Longitude: -101.0427616 | Datum NAD 27 | |
| Latitude: 39.8223 | Longitude: -101.0432 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.8223 | GPS Longitude: -101.0432 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 38 ft. | Elevation: 2838 ft. | |
| Static Water Level: 14 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 19-Apr-2018 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| 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: 14 ft. | ||
| Bore hole diameter: 12 inches to 38 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 6 in. to 8 ft | |
| Casing height above land surface: 18 in
Casing Weight: 3.68 lbs/ft Wall thickness or gauge no.: .25 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 8 ft to 38 ft | |
| Gravel pack intervals | From: 10 ft to 38 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 10 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | surface | |
| From: 3 ft. to 8 ft. | loess | |
| From: 8 ft. to 10 ft. | clay | |
| From: 10 ft. to 24 ft. | river mud with some gravel | |
| From: 24 ft. to 37 ft. | medium sand gravel | |
| From: 37 ft. to 38 ft. | shale | |