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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. 30, SE | County: Finney | ||
| Directions: from Garden City, 7 mi S on Hwy 83, 6.5 mi W, and 0.75 mi S | |||
| Latitude: 37.8476154 | Longitude: -100.979105 | Datum NAD 27 | |
| Latitude: 37.8476393 | Longitude: -100.9795501 | 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: 120 ft. | Est. Yield: 1900 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: 320 ft to 310 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 29 ft. | fine sand | |
| From: 29 ft. to 54 ft. | brown clay | |
| From: 54 ft. to 227 ft. | medium to coarse gravel (loose) | |
| From: 227 ft. to 293 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 293 ft. to 303 ft. | brown clay, streaks of gravel 35% | |
| From: 303 ft. to 320 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 320 ft. to 337 ft. | fine to medium sand and gravel (loose) | |
| From: 337 ft. to 384 ft. | brown sandy clay | |
| From: 384 ft. to 398 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 398 ft. to 404 ft. | brown clay, 30% gravel | |
| From: 404 ft. to 412 ft. | fine to medium sand and gravel, streaks of clay 15% (loose) | |
| From: 412 ft. to 428 ft. | brown clay (tight) | |
| From: 428 ft. to 446 ft. | brown and gray clay with brown rock | |
| From: 446 ft. to 467 ft. | brown and gray clay (tight) | |
| From: 467 ft. to 480 ft. | yellow and gray clay (hard) | |