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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T25S, R31W, Sec. 36, NW | County: Finney | ||
| Directions: from Pierceville bridge, 2 mi S and 0.25 E | |||
| Latitude: 37.8397082 | Longitude: -100.6782668 | Datum NAD 27 | |
| Latitude: 37.839731 | Longitude: -100.6787005 | 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: 262 ft. | Elevation: ft. | |
| Static Water Level: 44 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 24-Jun-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: 170 ft to 190 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 5 ft. | top soil | |
| From: 5 ft. to 12 ft. | brown clay | |
| From: 12 ft. to 17 ft. | fine to medium sand | |
| From: 17 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 81 ft. | coarse gravel (loose) | |
| From: 81 ft. to 86 ft. | brown sandy clay | |
| From: 86 ft. to 92 ft. | fine to medium sand and gravel | |
| From: 92 ft. to 93 ft. | brown sandy clay | |
| From: 93 ft. to 112 ft. | fine to medium sand, 15% clay | |
| From: 112 ft. to 131 ft. | fine to medium sand and gravel (loose) | |
| From: 131 ft. to 138 ft. | brown sandy clay | |
| From: 138 ft. to 164 ft. | fine to medium sand and gravel | |
| From: 164 ft. to 167 ft. | cemented sandstone (hard) | |
| From: 167 ft. to 196 ft. | fine to medium sand and gravel | |
| From: 196 ft. to 236 ft. | brown sandy clay | |
| From: 236 ft. to 243 ft. | fine to medium sand (tight) | |
| From: 243 ft. to 251 ft. | brown sandy clay | |
| From: 251 ft. to 262 ft. | fine to medium sand and gravel with small yellow brown rock (loose) | |
| From: 262 ft. to 267 ft. | yellow clay with rock (hard) | |
| From: 267 ft. to 270 ft. | shale | |