|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Bearley, Craig | Status: Constructed | ||
| Location: T3S, R34W, Sec. 36, SE NE SE NW | County: Rawlins | ||
| Directions: intersection of Rd 19 & Rd L | |||
| Latitude: 39.7509981 | Longitude: -101.084563 | Datum NAD 27 | |
| Latitude: 39.751 | Longitude: -101.085 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.751 | GPS Longitude: -101.085 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 3009 ft. | |
| Static Water Level: 44 ft. | Est. Yield: 8 gpm. | |
| Comp. Date: 28-Oct-2015 | Well Use: Domestic, Livestock | |
| 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 44 ft. | ||
| Bore hole diameter: 9 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
| Casing height above land surface: 18 in
Casing Weight: 2.765 lbs/ft Wall thickness or gauge no.: .258 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 80 ft | |
| Gravel pack intervals | From: 20 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | surface | |
| From: 2 ft. to 20 ft. | loess | |
| From: 20 ft. to 33 ft. | fine sand and sandstone with caliche streaks | |
| From: 33 ft. to 49 ft. | caliche with clay lenses | |
| From: 49 ft. to 65 ft. | fine sand with clay and caliche streaks | |
| From: 65 ft. to 80 ft. | yellow ochre/black shale | |