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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jones, Bob | Status: Constructed | ||
| Location: T26S, R34W, Sec. 1, SE | County: Finney | ||
| Directions: from Garden City: 9 mi S, 6 mi W, 0.75 mi S, and 0.25 W on pivot | |||
| Latitude: 37.8144023 | Longitude: -100.9843966 | Datum NAD 27 | |
| Latitude: 37.8144261 | Longitude: -100.9848421 | 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: 507 ft. | Elevation: ft. | |
| Static Water Level: 105 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 25-Jan-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: 240 ft to 270 ft
From: 290 ft to 310 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 17 ft. | top soil fine sand | |
| From: 17 ft. to 44 ft. | brown clay | |
| From: 44 ft. to 73 ft. | medium coarse gravel | |
| From: 73 ft. to 122 ft. | brown sandy clay | |
| From: 122 ft. to 155 ft. | fine to medium sand and gravel | |
| From: 155 ft. to 162 ft. | brown sandy clay | |
| From: 162 ft. to 187 ft. | fine to medium sand and gravel | |
| From: 187 ft. to 237 ft. | brown sandy clay gravel streak | |
| From: 237 ft. to 273 ft. | medium coarse gravel (loose) | |
| From: 273 ft. to 281 ft. | brown sandy clay | |
| From: 281 ft. to 312 ft. | fine to medium sand and gravel | |
| From: 312 ft. to 328 ft. | brown sandy clay | |
| From: 328 ft. to 334 ft. | fine to medium sand and gravel (loose) | |
| From: 334 ft. to 352 ft. | light brown sandy clay sticky | |
| From: 352 ft. to 361 ft. | fine to medium sand and fine gravel | |
| From: 361 ft. to 378 ft. | fine to medium sand 10% clay (tight) | |
| From: 378 ft. to 413 ft. | brown sandy clay sticky | |
| From: 413 ft. to 480 ft. | brown sandy clay | |
| From: 480 ft. to 490 ft. | brown sandy clay brown rock mixed | |
| From: 490 ft. to 500 ft. | brown sandy clay 20% brown rock | |
| From: 500 ft. to 507 ft. | medium coarse brown rock (loose) | |
| From: 507 ft. to 516 ft. | brown clay | |
| From: 516 ft. to 522 ft. | brown red yellow clay hard | |
| From: 522 ft. to 530 ft. | shale | |