|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T25S, R31W, Sec. 25, NW | County: Finney | ||
| Directions: from Pierceville, 1 mi S and 0.25 mi E | |||
| Latitude: 37.8542421 | Longitude: -100.6782426 | Datum NAD 27 | |
| Latitude: 37.8542648 | Longitude: -100.6786762 | 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: 235 ft. | Elevation: ft. | |
| Static Water Level: 33 ft. | Est. Yield: 1400 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. | ||
|
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: 130 ft to 140 ft
From: 160 ft to 170 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 10 ft. | fine sand | |
| From: 10 ft. to 32 ft. | coarse gravel (loose) | |
| From: 32 ft. to 37 ft. | brown sandy clay | |
| From: 37 ft. to 43 ft. | coarse gravel (loose) | |
| From: 43 ft. to 46 ft. | brown sandy clay | |
| From: 46 ft. to 52 ft. | medium coarse gravel (loose) | |
| From: 52 ft. to 58 ft. | brown sandy clay, gravel streaks | |
| From: 58 ft. to 64 ft. | brown sandy clay | |
| From: 64 ft. to 90 ft. | fine to medium sand and gravel | |
| From: 90 ft. to 135 ft. | medium coarse gravel | |
| From: 135 ft. to 147 ft. | fine to medium sand and gravel | |
| From: 147 ft. to 157 ft. | brown sandy clay | |
| From: 157 ft. to 171 ft. | medium coarse gravel | |
| From: 171 ft. to 189 ft. | brown clay | |
| From: 189 ft. to 227 ft. | brown sandy clay | |
| From: 227 ft. to 231 ft. | brown white rock (tight) | |
| From: 231 ft. to 235 ft. | brown yellow clay | |
| From: 235 ft. to 236 ft. | shale | |