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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T25S, R31W, Sec. 24, SW NE SW | County: Finney | ||
| Directions: from Pierceville: 1 mi S and 0.25 mi E | |||
| Latitude: 37.8624043 | Longitude: -100.6771027 | Datum NAD 27 | |
| Latitude: 37.8624268 | Longitude: -100.6775361 | 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: 180 ft. | Elevation: ft. | |
| Static Water Level: 32 ft. | Est. Yield: 900 gpm. | |
| Comp. Date: 19-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: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 115 ft to 135 ft
From: 0 ft to 0 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 8 ft. | fine sand | |
| From: 8 ft. to 19 ft. | medium coarse gravel | |
| From: 19 ft. to 31 ft. | brown sandy clay | |
| From: 31 ft. to 59 ft. | fine to medium sand and gravel loose | |
| From: 59 ft. to 62 ft. | cemented sandstone hard | |
| From: 62 ft. to 69 ft. | fine to medium sand and gravel | |
| From: 69 ft. to 94 ft. | fine to medium sand and gravel loose | |
| From: 94 ft. to 112 ft. | brown clay stick | |
| From: 112 ft. to 136 ft. | fine to medium sand and gravel loose | |
| From: 136 ft. to 142 ft. | brown sandy clay | |
| From: 142 ft. to 156 ft. | fine sand tight | |
| From: 156 ft. to 175 ft. | fine to medium sand and gravel 25% white rock tight | |
| From: 175 ft. to 180 ft. | yellow clay | |
| From: 180 ft. to 185 ft. | shale | |