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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Atwood | Status: Constructed | ||
| Location: T2S, R35W, Sec. 33, NW NW NW SW | County: Rawlins | ||
| Directions: from Rd T and Rd 9: .5 mi S, .25 mi W | |||
| Latitude: 39.8349449 | Longitude: -101.259365 | Datum NAD 27 | |
| Latitude: 39.834944 | Longitude: -101.259806 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.834944 | GPS Longitude: -101.259806 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 270 ft. | Elevation: 3257 ft. | |
| Static Water Level: 125.5 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 08-Sep-2010 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: well 6 | |
| 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. | |
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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 3 ft. | top soil | |
| From: 3 ft. to 77 ft. | soft brown clay | |
| From: 77 ft. to 80 ft. | stiff white limestone | |
| From: 80 ft. to 100 ft. | stiff white limestone, soft brown clay, soft red clay | |
| From: 100 ft. to 114 ft. | soft pink clay, stiff white limestone | |
| From: 114 ft. to 120 ft. | soft brown clay, stiff white limestone | |
| From: 120 ft. to 132 ft. | soft red and pink clay with hard brown sandstone | |
| From: 132 ft. to 136 ft. | soft brown clay, limey white clay | |
| From: 136 ft. to 140 ft. | small gravel, coarse sand | |
| From: 140 ft. to 146 ft. | small red gravel | |
| From: 146 ft. to 160 ft. | coarse sand, small red gravel | |
| From: 160 ft. to 180 ft. | coarse sand, very small red gravel with soft white limey clay traces | |
| From: 180 ft. to 200 ft. | very coarse sand, sandstone layers | |
| From: 200 ft. to 211 ft. | coarse sand, hard brown sandstone | |
| From: 211 ft. to 218 ft. | coarse sand, hard brown sandstone with white limey clay | |
| From: 218 ft. to 220 ft. | fine brown sand | |
| From: 220 ft. to 236 ft. | fine sand, small red gravel | |
| From: 236 ft. to 240 ft. | fine sand, small red gravel, soft brown clay | |
| From: 240 ft. to 256 ft. | fine sand, small red gravel | |
| From: 256 ft. to 260 ft. | black and gray shale | |