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Specific Water Well Detail |
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| Location Info | |||
| Owner: O'Neal, John | Status: Constructed | ||
| Location: T26S, R34W, Sec. 7, SW | County: Finney | ||
| Directions: from Garden City: 11 mi S, 11.75 mi W to Kearny Co line, 0.25 mi N, 300 feet NE of pivot | |||
| Latitude: 37.7981642 | Longitude: -101.0848169 | Datum NAD 27 | |
| Latitude: 37.7981862 | Longitude: -101.0852643 | 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: 337 ft. | Elevation: ft. | |
| Static Water Level: 110 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 12-Mar-1980 | 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: 280 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 30 ft. | sand | |
| From: 30 ft. to 52 ft. | medium to coarse gravel (loose) 20% clay | |
| From: 52 ft. to 95 ft. | medium to coarse gravel (loose) | |
| From: 95 ft. to 107 ft. | brown clay | |
| From: 107 ft. to 116 ft. | fine to medium sand and gravel (loose) | |
| From: 116 ft. to 125 ft. | brown clay | |
| From: 125 ft. to 157 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 157 ft. to 170 ft. | fine to medium sand and gravel 30% clay (loose) (small hard streaks) | |
| From: 170 ft. to 182 ft. | brown sandy clay 30% gravel (loose) | |
| From: 182 ft. to 204 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 204 ft. to 243 ft. | fine to medium sand and gravel 10% clay (loose) (small hard streaks) | |
| From: 243 ft. to 283 ft. | brown clay | |
| From: 283 ft. to 304 ft. | fine to medium sand and gravel | |
| From: 304 ft. to 328 ft. | brown sandy clay | |
| From: 328 ft. to 337 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 337 ft. to 350 ft. | brown sandy clay | |
| From: 350 ft. to 367 ft. | brown and gray clay (tight) | |
| From: 367 ft. to 380 ft. | brown gray and yellow clay with brown rock (hard) | |