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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gigot, Dean | Status: Constructed | ||
| Location: T25S, R33W, Sec. 23, SE | County: Finney | ||
| Directions: from junction of old and new Hwy 83: 1.75 mi W, 0.25 mi N, and 270 feet N of pivot | |||
| Latitude: 37.8623926 | Longitude: -100.9061206 | Datum NAD 27 | |
| Latitude: 37.8624163 | Longitude: -100.9065626 | 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: 455 ft. | Elevation: ft. | |
| Static Water Level: 124 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 29-Dec-1980 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: 200 ft to 455 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 22 ft. | top soil fine sand | |
| From: 22 ft. to 41 ft. | fine sand 20% clay | |
| From: 41 ft. to 108 ft. | coarse gravel | |
| From: 108 ft. to 159 ft. | brown sandy clay | |
| From: 159 ft. to 172 ft. | brown sandy clay 30% gravel | |
| From: 172 ft. to 183 ft. | fine to medium sand and gravel loose | |
| From: 183 ft. to 200 ft. | blue clay | |
| From: 200 ft. to 278 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 278 ft. to 291 ft. | brown sandy clay | |
| From: 291 ft. to 301 ft. | fine to medium sand and gravel loose | |
| From: 301 ft. to 306 ft. | brown sandy clay | |
| From: 306 ft. to 310 ft. | fine to medium sand and gravel | |
| From: 310 ft. to 315 ft. | brown sandy clay | |
| From: 315 ft. to 340 ft. | fine to medium sand and gravel | |
| From: 340 ft. to 369 ft. | brown sandy clay tight | |
| From: 369 ft. to 380 ft. | fine to medium sand and gravel | |
| From: 380 ft. to 401 ft. | fine to medium sand and gravel small streak of clay | |
| From: 401 ft. to 414 ft. | fine to medium sand and gravel yellow rock loose | |
| From: 414 ft. to 432 ft. | brown clay | |
| From: 432 ft. to 437 ft. | fine to medium sand and gravel yellow rock | |
| From: 437 ft. to 449 ft. | brown clay | |
| From: 449 ft. to 455 ft. | fine to medium sand and gravel yellow rock loose | |
| From: 455 ft. to 470 ft. | yellow clay blue shale hard | |