|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Cahoj Earthmoving | Status: Constructed | ||
| Location: T8S, R25W, Sec. 15, NW NW NE | County: Graham | ||
| Directions: 140 Ave and Hwy 24 | |||
| Latitude: 39.3631768 | Longitude: -100.0945064 | Datum NAD 27 | |
| Latitude: 39.363183 | Longitude: -100.094916 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.363183 | GPS Longitude: -100.094916 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 2334 ft. | |
| Static Water Level: 20 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 14-Oct-2022 | Well Use: Industrial | |
| DWR Applic. #: 20220258 | Other ID: | |
| Driller Info | ||
| Driller: Woofter Pump & Well #881 | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 4.5 in. to 40 ft | |
| Casing height above land surface: 216 in
Casing Weight: 2.38 lbs/ft Wall thickness or gauge no.: .237 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 80 ft | |
| Gravel pack intervals | From: 25 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil, native soil | |
| From: 2 ft. to 10 ft. | loess | |
| From: 10 ft. to 32 ft. | clay | |
| From: 32 ft. to 46 ft. | clay and river mud with sand lenses | |
| From: 46 ft. to 60 ft. | fine to some medium sand and flat rock with river mud streaks | |
| From: 60 ft. to 80 ft. | black shale | |