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Specific Water Well Detail |
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| Location Info | |||
| Owner: Staley, John | Status: Constructed | ||
| Location: T25S, R32W, Sec. 33, NW SE NE | County: Finney | ||
| Directions: from Garden City, 8 mi S on Hwy 83, 2 mi E, 0.5 mi N, and 0.25 mi W | |||
| Latitude: 37.8394516 | Longitude: -100.832082 | Datum NAD 27 | |
| Latitude: 37.839475 | Longitude: -100.8325214 | 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: 374 ft. | Elevation: ft. | |
| Static Water Level: 57 ft. | Est. Yield: 1650 gpm. | |
| Comp. Date: 16-Mar-1977 | 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: 110 ft to 120 ft
From: 340 ft to 350 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 10 ft. | top soil | |
| From: 10 ft. to 20 ft. | medium sand and gravel | |
| From: 20 ft. to 74 ft. | coarse gravel loose | |
| From: 74 ft. to 79 ft. | brown sandy clay | |
| From: 79 ft. to 97 ft. | coarse gravel loose | |
| From: 97 ft. to 110 ft. | medium coarse gravel loose | |
| From: 110 ft. to 136 ft. | coarse gravel loose | |
| From: 136 ft. to 142 ft. | brown sandy clay | |
| From: 142 ft. to 155 ft. | light brown sandy clay | |
| From: 155 ft. to 164 ft. | brown sandy clay | |
| From: 164 ft. to 182 ft. | brown sandy clay small loose gravel streak | |
| From: 182 ft. to 215 ft. | brown sandy clay sand traces | |
| From: 215 ft. to 240 ft. | brown sand clay small medium sand streak with white rock | |
| From: 240 ft. to 249 ft. | brown sandy clay | |
| From: 249 ft. to 261 ft. | medium sand to medium coarse gravel, loose | |
| From: 261 ft. to 272 ft. | brown sandy clay | |
| From: 272 ft. to 278 ft. | fine to medium sand and gravel | |
| From: 278 ft. to 290 ft. | brown sandy clay | |
| From: 290 ft. to 318 ft. | fine to medium sand and gravel | |
| From: 318 ft. to 332 ft. | brown sandy clay | |
| From: 332 ft. to 349 ft. | medium sand to medium coarse gravel | |
| From: 349 ft. to 358 ft. | brown sandy clay | |
| From: 358 ft. to 374 ft. | fine to medium sand and gravel mixed small white rock | |
| From: 374 ft. to 380 ft. | brown sandy clay | |