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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 | County: Finney | ||
| Directions: from Holcomb, 9 mi S, 0.75 mi E, 0.5 mi N, 40 feet E, 35 feet S of pivot | |||
| Latitude: 37.862135 | Longitude: -100.9972658 | Datum NAD 27 | |
| Latitude: 37.862159 | Longitude: -100.9977114 | 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: 412 ft. | Elevation: ft. | |
| Static Water Level: 99 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 28-Feb-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: 270 ft to 290 ft
From: 370 ft to 390 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 24 ft. | top soil | |
| From: 24 ft. to 34 ft. | brown sandy | |
| From: 34 ft. to 82 ft. | medium coarse gravel loose | |
| From: 82 ft. to 93 ft. | brown clay | |
| From: 93 ft. to 145 ft. | fine to medium sand and gravel loose | |
| From: 145 ft. to 157 ft. | brown clay | |
| From: 157 ft. to 189 ft. | fine to medium sand and gravel loose | |
| From: 189 ft. to 203 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 203 ft. to 248 ft. | fine to medium sand and gravel loose | |
| From: 248 ft. to 262 ft. | brown sandy clay | |
| From: 262 ft. to 291 ft. | fine to medium sand and gravel small clay streak loose | |
| From: 291 ft. to 352 ft. | brown sandy clay | |
| From: 352 ft. to 358 ft. | fine to medium sand and gravel tight | |
| From: 358 ft. to 366 ft. | fine to medium sand and gravel small hard streak | |
| From: 366 ft. to 388 ft. | fine to medium sand and gravel loose | |
| From: 388 ft. to 395 ft. | fine to medium sand and gravel 10% clay hard streak | |
| From: 395 ft. to 400 ft. | fine to medium sand and gravel loose | |
| From: 400 ft. to 408 ft. | fine to medium sand and gravel tight | |
| From: 408 ft. to 444 ft. | brown sandy clay hard | |
| From: 444 ft. to 455 ft. | brown rock yellow clay hard pull down | |