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Specific Water Well Detail |
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| Location Info | |||
| Owner: Finney County Public Works | Status: Constructed | ||
| Location: T24S, R31W, Sec. 30, NE NW NW | County: Finney | ||
| Directions: Weldon Landfill - 3.5 mi W, 1.5 mi S of Garden City | |||
| Latitude: 37.9447471 | Longitude: -100.7703755 | Datum NAD 27 | |
| Latitude: 37.9447695 | Longitude: -100.7708114 | 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: 96 ft. | Elevation: 2863.28 ft. | |
| Static Water Level: 87.55 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Jan-2001 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 17 | |
| Driller Info | ||
| Driller: Layne Western | License #: 581 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 20 ft. | sand, dark, yellow gray, fine, some silt and gravel | |
| From: 20 ft. to 29 ft. | clay with sand, orange brown, 15-29% fine grained, silty, low plasticity, very limey | |
| From: 29 ft. to 36 ft. | sand, light brown, fine, silty with thin layers of concretions of cemented material | |
| From: 36 ft. to 42 ft. | gravel, light brown, 3/8 to 1 inch, some 2 inch, less than 15% sand, thin cemented layers | |
| From: 42 ft. to 44 ft. | sand, med-light brown, med-coarse grained, less than 10% fines, less than 10% gravel | |
| From: 44 ft. to 51 ft. | gravel, very light brown, fine-coarse to 2 inch, moderate-strong cemented | |
| From: 51 ft. to 75 ft. | sand, orange brown-light brown fine to coarse, 5-10% gravel, less than 10% fines cemented layers | |
| From: 75 ft. to 77 ft. | clay, brown-orange brown less than 10% sand, moist, white stringers, limey pods | |
| From: 77 ft. to 79 ft. | sand, light brown, fine, silty, dry | |
| From: 79 ft. to 85 ft. | clay, light brown, less than 10% sand, moist, white laminations | |
| From: 85 ft. to 99 ft. | sand, light orange brown fine with some medium sand, less than 0% fines, variable cemented, wet at 92 feet | |