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Specific Water Well Detail |
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| Location Info | |||
| Owner: Minter-Wilson Drilling Co. | Status: Constructed | ||
| Location: T25S, R33W, Sec. 31, SE | County: Finney | ||
| Directions: from Garden City, 7 mi S on Hwy 83, 6.5 mi W, 1.25 mi S, and 0.5 mi E | |||
| Latitude: 37.8330659 | Longitude: -100.9791967 | Datum NAD 27 | |
| Latitude: 37.8330898 | Longitude: -100.9796419 | 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: 457 ft. | Elevation: ft. | |
| Static Water Level: 83 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 30-Nov-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: 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:
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: 150 ft to 270 ft
From: 290 ft to 310 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 15 ft. | fine sand | |
| From: 15 ft. to 43 ft. | brown clay | |
| From: 43 ft. to 128 ft. | medium to coarse gravel (loose) | |
| From: 128 ft. to 152 ft. | brown clay | |
| From: 152 ft. to 230 ft. | fine to medium sand and gravel (loose) | |
| From: 230 ft. to 268 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 268 ft. to 290 ft. | brown clay | |
| From: 290 ft. to 311 ft. | fine to medium sand and gravel (loose) | |
| From: 311 ft. to 350 ft. | brown sandy clay | |
| From: 350 ft. to 367 ft. | fine to medium sand and gravel (loose) | |
| From: 367 ft. to 382 ft. | brown sandy clay | |
| From: 382 ft. to 423 ft. | fine to medium sand and fine gravel, 10% clay (loose) | |
| From: 423 ft. to 440 ft. | brown clay | |
| From: 440 ft. to 457 ft. | fine to medium sand and gravel with brown rock (loose) | |
| From: 457 ft. to 478 ft. | brown and gray clay (tight) | |
| From: 478 ft. to 485 ft. | gray and yellow clay (hard) | |