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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, NE | County: Finney | ||
| Directions: from Garden City: 10 mi S, 11.25 mi W, and 0.25 mi S, on pivot | |||
| Latitude: 37.8055117 | Longitude: -101.0761424 | Datum NAD 27 | |
| Latitude: 37.8055339 | Longitude: -101.0765896 | 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: 125 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 29-Feb-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: 310 ft to 330 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 24 ft. | top soil fine sand | |
| From: 24 ft. to 32 ft. | fine sand 10% clay mixed | |
| From: 32 ft. to 57 ft. | fine sand | |
| From: 57 ft. to 66 ft. | brown sandy clay | |
| From: 66 ft. to 165 ft. | medium coarse gravel (loose) | |
| From: 165 ft. to 171 ft. | brown clay | |
| From: 171 ft. to 202 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 202 ft. to 212 ft. | brown sandy clay 10% gravel streak | |
| From: 212 ft. to 222 ft. | fine to medium sand and gravel | |
| From: 222 ft. to 244 ft. | brown sandy clay | |
| From: 244 ft. to 252 ft. | fine to medium sand and gravel (loose) | |
| From: 252 ft. to 275 ft. | fine to medium sand and gravel streak of coarse gravel | |
| From: 275 ft. to 283 ft. | brown sandy clay | |
| From: 283 ft. to 293 ft. | fine to medium sand and gravel | |
| From: 293 ft. to 307 ft. | brown sandy clay | |
| From: 307 ft. to 331 ft. | fine to medium sand and gravel | |
| From: 331 ft. to 339 ft. | light brown sandy clay | |
| From: 339 ft. to 413 ft. | brown sandy clay | |
| From: 413 ft. to 428 ft. | brown yellow clay brown rock hard pull down | |
| From: 428 ft. to 437 ft. | brown yellow gray clay brown rock hard pull down | |