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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jones, Taylor | Status: Constructed | ||
| Location: T26S, R34W, Sec. 5, SW | County: Finney | ||
| Directions: from Holcomb bridge: 4 mi S, 1 mi W, 6 mi S, 3 mi W, S side of road, 40 feet W of pivot | |||
| Latitude: 37.8184557 | Longitude: -101.067287 | Datum NAD 27 | |
| Latitude: 37.818479 | Longitude: -101.067736 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.818479 | GPS Longitude: -101.067736 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 390 ft. | Elevation: ft. | |
| Static Water Level: 112 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 29-Apr-1979 | 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: 260 ft to 300 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 52 ft. | top soil fine sand | |
| From: 52 ft. to 58 ft. | brown sandy clay | |
| From: 58 ft. to 155 ft. | medium coarse gravel (loose) | |
| From: 155 ft. to 215 ft. | coarse gravel | |
| From: 215 ft. to 233 ft. | fine to medium sand and gravel (loose) | |
| From: 233 ft. to 254 ft. | fine to medium sand and gravel streak of medium coarse gravel (loose) | |
| From: 254 ft. to 275 ft. | fine to medium sand and gravel streak of medium coarse gravel 10% clay (loose) | |
| From: 275 ft. to 299 ft. | medium coarse gravel (loose) | |
| From: 299 ft. to 308 ft. | brown sandy clay | |
| From: 308 ft. to 313 ft. | fine to medium sand and gravel | |
| From: 313 ft. to 384 ft. | brown sandy clay | |
| From: 384 ft. to 389 ft. | fine to medium sand and gravel | |
| From: 389 ft. to 431 ft. | brown sandy clay | |
| From: 431 ft. to 436 ft. | yellow clay | |
| From: 436 ft. to 444 ft. | shale | |