|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Reeve, M. P. | Status: Constructed | ||
| Location: T25S, R33W, Sec. 12, SW | County: Finney | ||
| Directions: from Garden City: 5 mi S, 0.75 mi W, 0.25 mi N, and 30 feet W of pivot | |||
| Latitude: 37.8916093 | Longitude: -100.8968953 | Datum NAD 27 | |
| Latitude: 37.8916328 | Longitude: -100.8973368 | 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: 467 ft. | Elevation: ft. | |
| Static Water Level: 146 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 29-Sep-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. | ||
|
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: 420 ft to 460 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 23 ft. | top soil fine sand | |
| From: 23 ft. to 62 ft. | brown sandy clay fine sand mixed | |
| From: 62 ft. to 95 ft. | fine to medium sand and gravel | |
| From: 95 ft. to 169 ft. | brown sandy clay | |
| From: 169 ft. to 182 ft. | fine to medium sand and gravel small clay streak loose | |
| From: 182 ft. to 221 ft. | brown sandy clay small gravel streak | |
| From: 221 ft. to 233 ft. | fine to medium sand and gravel | |
| From: 233 ft. to 272 ft. | fine to medium sand and gravel streak of coarse gravel 10% clay hard streak | |
| From: 272 ft. to 286 ft. | brown sandy clay gravel streak | |
| From: 286 ft. to 328 ft. | fine to medium sand and gravel | |
| From: 328 ft. to 341 ft. | light brown sandy clay | |
| From: 341 ft. to 352 ft. | fine to medium sand and gravel 10% clay | |
| From: 352 ft. to 361 ft. | brown sandy clay hard loose gravel streak | |
| From: 361 ft. to 390 ft. | fine to medium sand and gravel loose | |
| From: 390 ft. to 402 ft. | fine to medium sand and gravel 10% clay | |
| From: 402 ft. to 467 ft. | fine to medium sand and gravel loose | |
| From: 467 ft. to 483 ft. | yellow white brown rock hard | |
| From: 483 ft. to 500 ft. | yellow clay and shale hard | |