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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jones, Bob | Status: Constructed | ||
| Location: T26S, R34W, Sec. 1, NE | County: Finney | ||
| Directions: from Garden City: 9 mi S, 6.25 mi W, and 0.25 S on pivot | |||
| Latitude: 37.8244178 | Longitude: -100.9843947 | Datum NAD 27 | |
| Latitude: 37.8244416 | Longitude: -100.9848402 | 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: 370 ft. | Elevation: ft. | |
| Static Water Level: 105 ft. | Est. Yield: 1350 gpm. | |
| Comp. Date: 29-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 260 ft
From: 270 ft to 290 ft From: 310 ft to 370 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 16 ft. | top soil fine sand | |
| From: 16 ft. to 47 ft. | brown clay | |
| From: 47 ft. to 110 ft. | medium coarse gravel (loose) | |
| From: 110 ft. to 125 ft. | fine to medium sand and gravel 10% clay | |
| From: 125 ft. to 137 ft. | fine to medium sand and fine gravel | |
| From: 137 ft. to 190 ft. | fine to medium sand and gravel (loose) | |
| From: 190 ft. to 196 ft. | brown blue clay | |
| From: 196 ft. to 241 ft. | blue clay | |
| From: 241 ft. to 253 ft. | fine to medium sand and gravel | |
| From: 253 ft. to 263 ft. | fine to medium sand and gravel small streak coarse gravel (loose) | |
| From: 263 ft. to 269 ft. | brown clay | |
| From: 269 ft. to 282 ft. | fine to medium sand and gravel | |
| From: 282 ft. to 289 ft. | fine to medium sand and gravel (loose) | |
| From: 289 ft. to 299 ft. | brown sandy clay | |
| From: 299 ft. to 329 ft. | fine to medium sand and gravel | |
| From: 329 ft. to 363 ft. | brown sandy clay | |
| From: 363 ft. to 370 ft. | fine to medium sand and gravel | |
| From: 370 ft. to 382 ft. | brown sandy clay mixed with gravel hard pull down | |
| From: 382 ft. to 395 ft. | brown sandy clay | |
| From: 395 ft. to 455 ft. | brown clay sticky | |
| From: 455 ft. to 472 ft. | brown sandy clay | |
| From: 472 ft. to 477 ft. | brown rock 10% clay (tight) | |
| From: 477 ft. to 481 ft. | brown sandy clay brown rock mixed | |
| From: 481 ft. to 486 ft. | brown sandy clay brown rock hard pull down | |
| From: 486 ft. to 496 ft. | brown yellow clay brown rock hard pull down | |
| From: 496 ft. to 499 ft. | brown yellow clay and shale hard pull down | |