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Specific Water Well Detail |
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| Location Info | |||
| Owner: O'Neal, John | Status: Constructed | ||
| Location: T26S, R34W, Sec. 17, SW | County: Finney | ||
| Directions: from Garden City: 12 mi S, 10.75 mi W, 0.25 mi N, and 65 feet E of pivot | |||
| Latitude: 37.7835654 | Longitude: -101.0666401 | Datum NAD 27 | |
| Latitude: 37.7835878 | Longitude: -101.0670875 | 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: 305 ft. | Elevation: ft. | |
| Static Water Level: 115 ft. | Est. Yield: 1640 gpm. | |
| Comp. Date: 28-Feb-1980 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| 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 40 ft. | top soil fine sand | |
| From: 40 ft. to 57 ft. | fine sand clay mixed | |
| From: 57 ft. to 95 ft. | medium coarse gravel | |
| From: 95 ft. to 160 ft. | coarse gravel | |
| From: 160 ft. to 171 ft. | brown sandy clay | |
| From: 171 ft. to 185 ft. | fine to medium sand and gravel (loose) | |
| From: 185 ft. to 198 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 198 ft. to 215 ft. | brown sandy clay | |
| From: 215 ft. to 239 ft. | fine to medium sand and gravel streak of coarse gravel | |
| From: 239 ft. to 246 ft. | fine to medium sand and gravel streak of coarse gravel hard pull down | |
| From: 246 ft. to 263 ft. | fine to medium sand and gravel 10% clay | |
| From: 263 ft. to 275 ft. | fine to medium sand and gravel (loose) | |
| From: 275 ft. to 282 ft. | brown sandy clay | |
| From: 282 ft. to 294 ft. | fine to medium sand and gravel (loose) | |
| From: 294 ft. to 303 ft. | fine to medium sand and gravel 10% clay | |
| From: 303 ft. to 320 ft. | brown sandy clay white rock no good hard | |
| From: 320 ft. to 395 ft. | brown sandy clay | |
| From: 395 ft. to 410 ft. | brown sandy clay yellow clay | |
| From: 410 ft. to 425 ft. | yellow clay brown rock hard pull down | |