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Specific Water Well Detail |
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| Location Info | |||
| Owner: Circle Feeders | Status: Constructed | ||
| Location: T25S, R33W, Sec. 16, NW | County: Finney | ||
| Directions: from Garden City bridge: 3 mi W, 5 mi S, 1 mi W, 0.25 mi S, and 0.25 mi E | |||
| Latitude: 37.8840903 | Longitude: -100.9516028 | Datum NAD 27 | |
| Latitude: 37.884114 | Longitude: -100.9520464 | 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: 460 ft. | Elevation: ft. | |
| Static Water Level: 134 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 23-Apr-1985 | Well Use: Irrigation | |
| DWR Applic. #: 18981 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | 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 185 ft after 0 hours pumping 1650 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 200 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: Steel | Screen Openings: | |
| Screen-perforated intervals | From: 3 ft to 200 ft
From: 460 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | top soil, fine sand | |
| From: 6 ft. to 10 ft. | dirt | |
| From: 10 ft. to 34 ft. | brown clay | |
| From: 34 ft. to 75 ft. | fine to medium sand and gravel | |
| From: 75 ft. to 89 ft. | brown sandy clay | |
| From: 89 ft. to 104 ft. | brown and gray clay mixed with white rock | |
| From: 104 ft. to 120 ft. | brown sandy clay, white rock mixed | |
| From: 120 ft. to 163 ft. | brown sandy clay | |
| From: 163 ft. to 169 ft. | fine to medium sand and gravel 15% clay | |
| From: 169 ft. to 189 ft. | fine to medium sand and gravel loose | |
| From: 189 ft. to 200 ft. | brown sandy clay | |
| From: 200 ft. to 211 ft. | fine to medium sand and gravel | |
| From: 211 ft. to 215 ft. | brown sandy clay | |
| From: 215 ft. to 224 ft. | fine to medium sand and gravel | |
| From: 224 ft. to 239 ft. | brown sandy clay | |
| From: 239 ft. to 268 ft. | fine to medium sand and gravel. Loose | |
| From: 268 ft. to 284 ft. | brown sandy clay | |
| From: 284 ft. to 290 ft. | fine to medium sand and gravel | |
| From: 290 ft. to 307 ft. | fine to medium sand and gravel loose | |
| From: 307 ft. to 317 ft. | fine to medium sand and gravel 25% clay | |
| From: 317 ft. to 328 ft. | brown sandy clay | |
| From: 328 ft. to 347 ft. | fine to medium sand and gravel | |
| From: 347 ft. to 351 ft. | brown sandy clay | |
| From: 351 ft. to 367 ft. | fine to medium sand and gravel. Tight | |
| From: 367 ft. to 378 ft. | fine to medium sand and gravel. Loose | |
| From: 378 ft. to 404 ft. | brown sandy clay | |
| From: 404 ft. to 415 ft. | fine to medium sand and gravel. Tight | |
| From: 415 ft. to 430 ft. | brown sandy clay | |
| From: 430 ft. to 440 ft. | fine to medium sand and gravel. Loose | |
| From: 440 ft. to 455 ft. | fine to medium sand and gravel, yellow rock mixed. Loose | |
| From: 455 ft. to 470 ft. | brown, yellow, gray clay hard | |