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Specific Water Well Detail |
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| Location Info | |||
| Owner: P.J. Duesing Estate | Status: Constructed | ||
| Location: T26S, R32W, Sec. 26, SE SE SW | County: Finney | ||
| Directions: from Garden City: 14 mi S on Hwy 83, 4 mi E, 60 feet N, and 2260 feet E | |||
| Latitude: 37.7520622 | Longitude: -100.7895989 | Datum NAD 27 | |
| Latitude: 37.7520861 | Longitude: -100.7900375 | 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: 480 ft. | Elevation: ft. | |
| Static Water Level: 140 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Mar-1989 | Well Use: Irrigation | |
| DWR Applic. #: 833 | 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 200 ft
Diam: 16 in. to 440 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: Mill slot | |
| Screen-perforated intervals | From: 200 ft to 350 ft
From: 440 ft to 480 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 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 4 ft. | top soil | |
| From: 4 ft. to 10 ft. | brown clay | |
| From: 10 ft. to 16 ft. | fine sand | |
| From: 16 ft. to 21 ft. | brown clay | |
| From: 21 ft. to 39 ft. | brown sandy clay | |
| From: 39 ft. to 76 ft. | medium to coarse gravel | |
| From: 76 ft. to 138 ft. | brown clay | |
| From: 138 ft. to 146 ft. | brown sandy clay with white rock streaks | |
| From: 146 ft. to 228 ft. | fine to medium sand and gravel - loose | |
| From: 228 ft. to 239 ft. | brown and blue clay | |
| From: 239 ft. to 246 ft. | fine to medium sand and gravel - loose | |
| From: 246 ft. to 261 ft. | fine to medium sand and gravel 10% clay - loose | |
| From: 261 ft. to 313 ft. | fine to medium sand and gravel - loose | |
| From: 313 ft. to 342 ft. | brown clay | |
| From: 342 ft. to 351 ft. | fine to medium sand and gravel - loose | |
| From: 351 ft. to 382 ft. | brown clay and white rock mixed | |
| From: 382 ft. to 396 ft. | brown sandy clay | |
| From: 396 ft. to 443 ft. | brown clay | |
| From: 443 ft. to 458 ft. | fine to medium sand and gravel - loose | |
| From: 458 ft. to 463 ft. | brown clay | |
| From: 463 ft. to 473 ft. | fine to medium sand and gravel - loose | |
| From: 473 ft. to 480 ft. | blue clay and brown clay | |
| From: 480 ft. to 485 ft. | blue and yellow clay | |
| From: 485 ft. to 490 ft. | blue clay | |