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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gigot, Dean | Status: Constructed | ||
| Location: T25S, R33W, Sec. 23, SW | County: Finney | ||
| Directions: from junction of old and new Hwy 83: 2.5 mi W, 0.25 mi N, and 30 feet E of pivot | |||
| Latitude: 37.8623774 | Longitude: -100.9152527 | Datum NAD 27 | |
| Latitude: 37.8624011 | Longitude: -100.9156951 | 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: 470 ft. | Elevation: ft. | |
| Static Water Level: 139 ft. | Est. Yield: 1740 gpm. | |
| Comp. Date: 31-Jan-1981 | 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: 240 ft to 470 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 31 ft. | top soil fine sand | |
| From: 31 ft. to 49 ft. | brown sandy clay | |
| From: 49 ft. to 125 ft. | medium coarse gravel | |
| From: 125 ft. to 130 ft. | brown clay | |
| From: 130 ft. to 155 ft. | blue clay | |
| From: 155 ft. to 168 ft. | blue clay small streak of gravel | |
| From: 168 ft. to 198 ft. | blue clay | |
| From: 198 ft. to 221 ft. | fine to medium sand and gravel loose | |
| From: 221 ft. to 244 ft. | blue clay small gravel streak | |
| From: 244 ft. to 286 ft. | fine to medium sand and gravel loose | |
| From: 286 ft. to 295 ft. | brown sandy clay | |
| From: 295 ft. to 304 ft. | fine to medium sand and gravel loose | |
| From: 304 ft. to 325 ft. | brown sandy clay | |
| From: 325 ft. to 345 ft. | fine to medium sand and gravel loose | |
| From: 345 ft. to 364 ft. | brown sandy clay tight | |
| From: 364 ft. to 382 ft. | fine to medium sand and gravel loose | |
| From: 382 ft. to 396 ft. | brown clay | |
| From: 396 ft. to 414 ft. | fine to medium sand and gravel yellow rock mixed loose | |
| From: 414 ft. to 438 ft. | brown sandy clay | |
| From: 438 ft. to 467 ft. | fine to medium sand and gravel yellow rock | |
| From: 467 ft. to 485 ft. | yellow clay shale | |