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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T26S, R31W, Sec. 2, NW | County: Finney | ||
| Directions: S of Pierceville to curve, 0.5 mi E, 0.25 mi N, and 0.25 mi E | |||
| Latitude: 37.8240794 | Longitude: -100.6830061 | Datum NAD 27 | |
| Latitude: 37.8241025 | Longitude: -100.6834401 | 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: 284 ft. | Elevation: ft. | |
| Static Water Level: 67 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 11-May-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: MW Drilling | 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: 200 ft to 210 ft
From: 260 ft to 270 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 4 ft. | fine sand | |
| From: 4 ft. to 32 ft. | brown sandy clay | |
| From: 32 ft. to 50 ft. | fine to medium sand and gravel | |
| From: 50 ft. to 133 ft. | coarse gravel (loose) | |
| From: 133 ft. to 136 ft. | brown sandy clay | |
| From: 136 ft. to 141 ft. | fine to medium sand and gravel | |
| From: 141 ft. to 152 ft. | brown sandy clay 10% sand | |
| From: 152 ft. to 176 ft. | fine to medium sand | |
| From: 176 ft. to 187 ft. | fine to medium sand, some gravel, small streaks of white rock mixed | |
| From: 187 ft. to 211 ft. | fine to medium sand and gravel - good (loose) | |
| From: 211 ft. to 216 ft. | fine to medium sand (little tight) | |
| From: 216 ft. to 227 ft. | fine to medium sand (little fine sand) | |
| From: 227 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 238 ft. | fine sand (loose) | |
| From: 238 ft. to 246 ft. | brown sandy clay | |
| From: 246 ft. to 262 ft. | fine sand with clay streaks | |
| From: 262 ft. to 280 ft. | fine to medium sand and gravel with little brown yellow rock | |
| From: 280 ft. to 284 ft. | fine to medium sand mixed with white brown rock (hard) | |
| From: 284 ft. to 288 ft. | yellow clay (hard) | |
| From: 288 ft. to 290 ft. | shale | |