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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jones, Taylor | Status: Constructed | ||
| Location: T25S, R34W, Sec. 24, SE SW | County: Finney | ||
| Directions: from Holcomb, 8.75 mi S, 0.25 mi E, 40 feet E, 30 feet S of pivot | |||
| Latitude: 37.8602633 | Longitude: -101.0040524 | Datum NAD 27 | |
| Latitude: 37.8602872 | Longitude: -101.0044981 | 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: 395 ft. | Elevation: ft. | |
| Static Water Level: 111 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 28-Mar-1979 | 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: 260 ft to 280 ft
From: 300 ft to 320 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 35 ft. | top soil fine sand | |
| From: 35 ft. to 46 ft. | brown sandy clay | |
| From: 46 ft. to 116 ft. | fine to medium sand and gravel | |
| From: 116 ft. to 122 ft. | fine to medium sand and gravel hard streak | |
| From: 122 ft. to 153 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 153 ft. to 187 ft. | fine to medium sand and gravel loose | |
| From: 187 ft. to 203 ft. | fine to medium sand and gravel 10% clay | |
| From: 203 ft. to 211 ft. | fine to medium sand and gravel loose | |
| From: 211 ft. to 217 ft. | fine to medium sand and gravel tight | |
| From: 217 ft. to 229 ft. | fine to medium sand and gravel loose | |
| From: 229 ft. to 259 ft. | blue clay sticky | |
| From: 259 ft. to 290 ft. | fine to medium sand and gravel | |
| From: 290 ft. to 299 ft. | blue brown clay mixed hard | |
| From: 299 ft. to 318 ft. | fine to medium sand and gravel | |
| From: 318 ft. to 335 ft. | brown clay hard | |
| From: 335 ft. to 361 ft. | brown clay small gravel streak tight | |
| From: 361 ft. to 369 ft. | brown clay hard | |
| From: 369 ft. to 375 ft. | fine to medium sand loose | |
| From: 375 ft. to 383 ft. | brown clay tight | |
| From: 383 ft. to 392 ft. | fine to medium sand and gravel 10% clay hard | |
| From: 392 ft. to 430 ft. | brown clay sticky | |
| From: 430 ft. to 466 ft. | brown clay streak fo brown rock hard | |
| From: 466 ft. to 470 ft. | yellow clay and shale hard | |