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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T25S, R31W, Sec. 25, NE SW NE | County: Finney | ||
| Directions: from Pierceville, 1 mi S and 0.25 mi E | |||
| Latitude: 37.8532629 | Longitude: -100.6703604 | Datum NAD 27 | |
| Latitude: 37.8532855 | Longitude: -100.6707936 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 220 ft. | Elevation: ft. | |
| Static Water Level: 36 ft. | Est. Yield: 1350 gpm. | |
| Comp. Date: 21-Dec-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Raymond A. Nicholson Drilling | License #: 206 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 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: 160 ft to 170 ft
From: 205 ft to 215 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 12 ft. | fine sand | |
| From: 12 ft. to 23 ft. | coarse gravel | |
| From: 23 ft. to 52 ft. | brown sandy clay | |
| From: 52 ft. to 57 ft. | fine to medium sand and gravel | |
| From: 57 ft. to 66 ft. | brown sandy clay | |
| From: 66 ft. to 102 ft. | fine to medium sand and gravel little tight | |
| From: 102 ft. to 112 ft. | fine to medium sand and gravel some cemented sand traces tight and loose spots | |
| From: 112 ft. to 126 ft. | fine to medium sand and gravel loose | |
| From: 126 ft. to 148 ft. | brownish yellow clay | |
| From: 148 ft. to 157 ft. | fine to medium sand | |
| From: 157 ft. to 169 ft. | fine to medium sand gravel loose | |
| From: 169 ft. to 183 ft. | fine to medium sand tight | |
| From: 183 ft. to 204 ft. | brown sandy clay | |
| From: 204 ft. to 208 ft. | fine to medium sand tight | |
| From: 208 ft. to 217 ft. | fine to medium sand and gravel white yellow rock tight | |
| From: 217 ft. to 220 ft. | yellow clay | |
| From: 220 ft. to 235 ft. | shale | |