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Specific Water Well Detail |
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| Location Info | |||
| Owner: O'Neal, John | Status: Constructed | ||
| Location: T26S, R34W, Sec. 18, NE | County: Finney | ||
| Directions: from Garden City: 12 mi S, 11 mi W, 0.75 mi N, 0.25 mi W, and 280 feet S of pivot | |||
| Latitude: 37.7908326 | Longitude: -101.0759718 | Datum NAD 27 | |
| Latitude: 37.7908548 | Longitude: -101.0764192 | 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: 335 ft. | Elevation: ft. | |
| Static Water Level: 120 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 03-Oct-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: 250 ft to 270 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 35 ft. | top soil fine sand | |
| From: 35 ft. to 57 ft. | brown sandy clay | |
| From: 57 ft. to 69 ft. | fine to medium sand and gravel | |
| From: 69 ft. to 80 ft. | brown sandy clay | |
| From: 80 ft. to 110 ft. | medium coarse gravel 10% clay | |
| From: 110 ft. to 141 ft. | coarse gravel 10% clay | |
| From: 141 ft. to 161 ft. | brown sandy clay | |
| From: 161 ft. to 204 ft. | fine to medium sand and gravel (loose) brown sandy clay | |
| From: 204 ft. to 216 ft. | fine to medium sand and gravel (loose) | |
| From: 216 ft. to 224 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 224 ft. to 229 ft. | fine to medium sand and gravel hard | |
| From: 229 ft. to 276 ft. | fine to medium sand and gravel (loose) | |
| From: 276 ft. to 309 ft. | brown sandy clay | |
| From: 309 ft. to 317 ft. | fine to medium sand and fine gravel | |
| From: 317 ft. to 330 ft. | brown sandy clay | |
| From: 330 ft. to 335 ft. | fine to medium sand and fine gravel | |
| From: 335 ft. to 356 ft. | brown sandy clay white rock mixed | |
| From: 356 ft. to 370 ft. | brown sandy clay white rock hard pull down | |
| From: 370 ft. to 390 ft. | brown yellow clay hard pull down | |
| From: 390 ft. to 395 ft. | shale | |