|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Atwood | Status: Constructed | ||
| Location: T2S, R35W, Sec. 32, SE NE SE NE | County: Rawlins | ||
| Directions: Rd T and Rd 9 | |||
| Latitude: 39.8382224 | Longitude: -101.2597283 | Datum NAD 27 | |
| Latitude: 39.838222 | Longitude: -101.260167 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.838222 | GPS Longitude: -101.260167 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 252 ft. | Elevation: ft. | |
| Static Water Level: 126 ft. | Est. Yield: 200 gpm. | |
| Comp. Date: 20-Jan-2011 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Chas. Sargent Irrigation, Inc. | License #: 433 | |
| 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:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 100 ft. | soft brown clay (89-92 feet white limey clay traces) | |
| From: 100 ft. to 111 ft. | small red gravel | |
| From: 111 ft. to 120 ft. | soft brown clay with hard brown clay layers | |
| From: 120 ft. to 124 ft. | hard limestone layer | |
| From: 124 ft. to 140 ft. | coarse sand, hard sandstone layers (136-140 feet small red gravel) | |
| From: 140 ft. to 160 ft. | small red gravel | |
| From: 160 ft. to 180 ft. | brown sand (172-180 feet soft clay layers) | |
| From: 180 ft. to 188 ft. | brown sand | |
| From: 188 ft. to 191 ft. | hard brown sandstone layer, brown sand | |
| From: 191 ft. to 200 ft. | hard limestone layers | |
| From: 200 ft. to 204 ft. | hard limestone layer | |
| From: 204 ft. to 229 ft. | brown sand | |
| From: 229 ft. to 236 ft. | small red gravel | |
| From: 236 ft. to 240 ft. | yellow ochre | |
| From: 240 ft. to 250 ft. | yellow ochre, gray shale | |